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Home My WebLink About7852 Broad Pointe Dr99 1828-4EBB-CAL1991 HOMES NG V � Op pit ov- 1.1i��1 SHE C1"1°� JAcEs VGA F Z x� P 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 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •1PLORIDA BUTTDDiG CODE, a�ew�aw a+�W na BUnmw M� mcgmZNTjA SM EMON (2M?) •AIL LOCAL AND STATE CODES .00CUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB MIN.CLG. •LNTERLOR FINISH - CLASS B BASIC END SPEED - Vult=160 MPH Vasd=124 MPH •I�OSURE - C •1-STORY RESIDENCE ABV. ABOVE LAV. LAVATORY A/C AIRCONDITIONING LEM. LUMINOUS ADJ ADJUSTABLEM.C.. MEDICINE CABINET AMP. AMPERAGE MIN. MINIMUM BD BeNT�F.RLBiE M.T. MMETALTHRESHOLD ED CAB. CABINET MTL. METAL CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER Coxc. CONCRETE PL PROPERTYUSHBTON CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DEL. DOUBLE PLYWD. PLYWOOD D.G. DUALGLALED PR PAIR DATE DESCRIPTION 01/Ib/IS cDif UlSIED ARCHITECTURAL SHEET DESCRIPTION �� ' LF'DATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATIONS "D" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN &%/IS CD'SRE-M &W 024VO SIDING ION ELEVATS ADDED ®3 &AD CDSRE-ISSUED 04AW FOOTIW3I& LION MR K 50IMS 0641m CDYy RE-D 02A%" ADM OARBLESS FOOTER AT GARAGE DETAIL IFORT MYERM 02M/I5 PLANMANTENNIOE •2-STORY RESIDENCE -MAR. HEIGHT AS PER LOCAL, DL1. DIAMETER P.T. PRESSURE TREATED PG M1—MECHANICAL PLAN AND STATE CODES DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT S. DETAIL DTL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH, EXHAUST EXT. EXTERIOR F.G. FIXEDGLASSSL. F.G. FUEL GAS FIN. FINISH FLR FLOOR FLUOR. FLUORESCENT eR DR FRENCH DOOR FTG. FOOTING GA. GAUGE GAR DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP, BD. GYPSUM BOARD H.H. HOSE BIB HDP_ HEADER CORE HOT. OR HT HEIGHT INSUL. INSULATION INT. INTERIOR R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SET. SITING. SHWR. SL. STD. STD. SWS TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. V. W. W/ WD. WNW' W.I. RISER RADIUS RETURN FRIGERAIR TORILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING CLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE WASHERROOF WITH WOOD WA ER HEATER WROUGHT IRON PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WA1—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 OM&" REWIM LINTEL SIZE AT PROW 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 M4Ay ADDED ADDITIONAL RECEPfAW N GARAGE PER WLL BATSON (MLBJ SQ.FT. CALC.'S 04/24/19 REVISED WAC VOLUTES ON SOFT CA.0 SCHEDULE R'ELBJ 06M/15 'E ADDEDMFWRMONODEEPFOOTER'DETAILI21OLIA(ORU LIVNG I'm baFT. GARAGE 43fD SQ. Fr. ENTRY Ib SQ. FT. LANAI be SQ. FT. TOTAL 2,362 SQ. FT. 06/21M ADDED LED LA446 a KITCHEN 4 BATH PER MARK BALES 01/IS/IS ADDED STONE OPTION ELEVATION C 4 D (TA2'PA) �� ELEVATION G OUTING -ADDED LOUVER a GABLE Roof IDRSM ADDED oPt. S'-0' �ILNG HEKsHTB 01/0Vl0 REPLACE IMI° CQ%S?croRS WTH SR7F+8oN COMECTORB OWV20 REVISE ENKAYENT RADON PLAN DIMENSIONS 04/0'Y20 OPT. B-O' CLG. HOW- ADDED LED LKA#T INFOYER 04AMS OPT. 8'-®' CLG. HOT. ELEVATION 'C'• REVISED MrsHT OF A WAMY iftleb4t ADDED ELEVATION V I "' (OR.) STRUCTURAL SHEET DESCRIPTION sr/We ADDED ELEVATIONS T'IG'-T'N'-T'I6' (ON.) PG Sl —FOUNDATION PLAN PG SI.lA—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—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 PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.IA—DETAILS IN NEED OF FURTHER DETADUNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3—FRAMING PLAN 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 PG S3.lA—DETAILS PG S3.1B—DETAILS CLARIFICATION. PG SNl —DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRTTTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE GENERATED FOR UNCLEAR ASPECTS OF THE %BEEN ONSTRUCfION BASED ON THE DRAWING SET. 1 N. RONALD RFAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 1 i Dili a sUDDIV. as LOT, ABBOTT PARK LOT #23 BLK. #8 PROJ=T# 04181000-23081 MOD"* 4EBB "1828-CALI" GARAGIS OWING: LEFT PAGE: COVER SHEET 160 MPH E GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 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 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: 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 R3026 & 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I: ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR 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. 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 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 FINISM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. TRRE 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 CEWNGS 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 AB 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 I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 80FFTf8 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com L AA M: 0003325 24 Ag c ;+ a NBUDDIV. Ss L074 ABBOTT PARK LOT #23' BLK. #8 P1tojmcT# 04181. 00-23081 MODELa 4EBB "1828-CALM" GARAGE BVIING: LEFT PAGE: GENERAL NOTES 160 MPH . C m._ ol'rrrrllO ollrrrrOrrrlollrrlirrrrrlo oirrrrllo = nlIn 10 Z 0 No ME � o . O - :'►'ll ollllo— — oilrrrrrl12 i \ c . o i . � - of Rpm1' 1 al of 0 o e ml •. 1 o • 0AS I Io i _ - CODE 0 _oGMAGE -I I -I 1 i Foya 0 I► ' l l p No o■ o :I o�lrrllc IoIltrlio `l ollrrrrrllo a;lrrOrlfo FLOOR PLAN SCALE. 1/4' • I'-0' Irrrrrrrrrrrl �.1 SQ.FT. CAM'S LIVING 1,828 SQ. FT. GARAGE 430 Sa FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2A62 SQ. FT. CMFMR ND MADDM OD LOM MWIVIDEIPOAIEFOR98OOtoam019411110111 ENE 110►/IIINDM MM NOTRE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWMG 18 5 33/-43 DR. MIN. CRITERIA S:GD. MIN. 41 5 31/-3S CRITERIA 16010 O.W.D. 112 5 28.2/-319 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'—O" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. DONIROL DA1B Cl?� r DE►L. TOP PLATE 9 m BAR DETAIL A SCALE, 1/2'-1'-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 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOM6-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: 407-774-4078 www.abdoeigngroup.com 1 AA A: 0003325 IP UBDIV ac LOTBBOTT PARK LOT #23 BLK. #8 R OJECT## 04181.000-23081 MODEL: 4EBB "1828-CALI" GARAGE 97►ING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C EQUAL TO CONTROL JOINT ./-18'-4' SLOG. HGT. (TYR) (TYR) SHINGLE ROOF FYPON LV12X24 VR EQUIVALENT FYFION BKTIIXI7 OR EQUIVALENT m �l� ME III I DECORATIVE -�k SHUTTERS OR Effm 4' RAISED " 0 �C II II II II II 1 FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER POOR R103A OFF RIDGE VENT 1�6 0'-0' IN OFF RIDGE VENT REA OF ATTIC 2364 SO, FT. NET FREEVEMATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2364/300 • 7.98 VENTILATION AREA X SQ. INCHES PER FT.(244) = 1134.72 SQ. IN. MIN. REQUIREDVENTILATION .SX 1234.72 IN UPPER PORTION OF ATTIC - 567.36 SQ. IN. OFF RIDGEVENTILATION AREA 115 SQ. IN. PER VENT 56736 /115 TOTALMOF VENTS REQUIRED 443357 TOTAL#OF VENTS PROVIDED - 5 'AREA OF ATTIC IS THE FIRM. OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INQUDEO ,8'-0' BRa HGT. MINE " AM TEMA v OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH S'-0' BRG. 1-KsT. _ _ _ ,.8'-mom BRA• HGT. r-m• r-m• �Q ■ 0'-O' FIN. FLR —_-----_--- — - --_----om -_ ---_-_-�-_------------- _ AO-m LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-O' BRG.- 0 F-1 a s 0'-0' FIN. FLR RIGHT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH -0. / 2• I I I I I � I DECO. DTL. A SCALE. 1/2 • I'-0' -0' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 FM: 407-774-6078 FAX: 407-7744078 www.abdesl$ngroup.com AA#:0003325 e 4 a 8v8Drv. at LOT: ABBOTT PARK LOT #23 BLK. #8 PROJECT# 04181.000-23081 MODEL 4EBB "1828—CALI" GARAGE 8WING: LEFT PAGE: ELEVATIONS I'D„ 160 MPH FA, C CT AA NO r 10/15/20 1/4"=1'-0" RINT 2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e QSV OUTLET 20 AMP SNSLE POLE IIOv amm IIOV OUTLET N M ounin WIRED TO MARCH d1fI IIOV CUTLET EONURM WARM PALL NIERPIER (TAMER PIMSTANT TTPE) a@ 220V OUTLET (4) u#Ite CONNECTION -F}- DR. WATIlI4ROM Olm&T 410MM PALM NTL%%A"ER SWTCH SUTC34 34 AY OPIM I4 BITCH 4-WAY OPER I_0 BALL nDYOlD �J LOW CEILING LIGHT © LED CLG LIGHT LED VAPOR ©vp PROM LOW @VP VAPOR FROM LOW Omicame D CAN vImr. PAN I OM PER B(A R. VENT. PAN YLLI6MT 1 CR1 PER Sri PT. V RXhI! rBP7c S TWO AT Om FIL 2.MICA uRM ® ��{ (RECEEBED) ARaND WRAP • APIOUN ..S- P) 2' K AIOFIISCIW 4' RJIOIWCEHT p C 4' TRACK L1014T O PANEEL ESTER OS,D, M'IdQ DETECTOR BAIT. eACK.Ia WALL MOUNTED 0AAtLAAG0c6ff EEr CARBON M'101a DE WW Carlo SMALL M A DISTANCE M NOT LESS THEN 4' PEDANT LOW NATIaW. 0A0 OILITLET ► TELEM4042 JACK AN TIER ClecoNmTM aw 001102LI13BI21L Q.LL �•p•�A 2 AAI! BEE ANA ON TELEVISION JACK Uva-15-3-Mumm TO WESPPORIED N JO J-EDX ACCOIOANCI RV BODI PARK.D A& MIGM 1'ORR C.L. I.. AACC_40I1 BY EO E PARKED AS SUCH I = �ppJp 24- INCANDESCENT LISHT STRIP 44 SS' SOAHOSSICEAR LENT STRIP nnnnnnnn µ• NOANDESCUNT LIGHT 11RB• FLOOD LAW OPY. B[CUIITY KE • PA PUSH-dRTON POR Curies Use PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PAW TO BE VERIPED • HOPIECIU IR PI!-CONST114=10IN PMTNG. • ALL E 4 20 AMP BRANCH CIROATs TO AQ ARC PALLT PR7EECTED PER ELECTIe4U- PROVISION! M area LDRICN (2®IT) 4 NEG 21On 20- EDITICN &TN • M AMP DEDICATED LAUNOW CIRCUIT. • GR a ISLAND (NOT ON KITCHEN CIRCWT) - DISWWAGNER DISCONNECT TO BE LOODOER N PANEL • BATHROOM EXHAL ST PAN TO HIVE MN. CAPACITY OP 10 CM INTERMITTENT PER ELECTRICAL PROVISIONS M SECTION MEAT!CL • LALINOW ROOM RECEPTACLE OE GNROIIWD FAULT CIRWT-KMFN •TER PROTECTION POR PER6OB'9L ON PiffDER& • WIRING METHOD 5INALL EST NON METALLIC CABLE PER ELECTRICAL PROVISION& OF TOM &TW EO (20n1 • ALL WW TO COTLY WITH ELECTRICAL PMROVISIO S M THE PBCR STH am (201`11 • ALL LAFrs S4ALL tSS S[LECTED Er EIMILt2E! INe TaL 9 L*kMWA NLT ME ENERGY OPICIENT TYPE PER f (' ONFJlSY 11aMERVATION ( FaOBATI [NEItlY E*IC4NCY) 2Bn. dAh NOITISL 9404J 01 BDRM.#1 L \\\ PRE -WIRED \\ CLG FAN BDRM.#4/ PRE -WIRED CLG FAN LIVING ROOM PRE -WIRED` GLG FAN , /' CLG FAN WP / 6 r` GFI it DINING ROOM 1 -----1 TCH IN CABINET- I 1 I OUTLET 1 -- UN, N FOR DW� CsFI r- %TW. IRA I� Q T `t'•44'AFF. i r-----� BOLLARD / AS REta. / PER SLOG. WALL MOUNTED / CODE LIGHT W/SWITCH IN ATTIC i i GPI CLG. 6 METER OUTLET KEYLESS FIELD FIXTURE VERIFY IL LOC. IRRIGATION OUTLET M 48' AFF. GFI GARAGE I / I I I I I h Y I / I 1 I / 1 I I 1 1 1 1 1h T 1 I 1 N OPT. ---------------------- COACH LIGHT a�0I11114� 1<W. ELECTRICAL PLAN SCALE, 1/4' • I'-V' W/ BDRM,J3 / PRE -WILD / CLG FAN I CEILING MTV. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR I OPT. FAN W P Panel MAIN - A PANEL: 8116Mpcm breaker VOLTAGE: 1201240 V-1Ph MAIN: 150 Amp M.C.8 FEEDER 3. #1 Cu TMMJ & 1- #6 Cu (G) in 110 C. OR 3- #20 AL TFN%N & 1- #6 Cu (G) in 1 1/2" C. Wen Pala ikr M tlg1 wa11e CkcuN dmuN WaW DaacB tl.n BYr PNe Mlle #12 1 20 Exletlm Rec NGFIMIUO 12DO 1 2 S".. n2 2 20 MptlYn Pump /000 3 4I 1sp.. & 0 53S A/C C.U.-1 35 2 00 bpap 7 0 PANEL - A PANEL: 42 at breaker VOLTAGE: 12D 1240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3• #1 Cu THWN & i- #6 Cu (G) in 1 12" C. OR 3- #21 AL TFMRJ & 1-#8 Cu (G) in 1 IrT C. an" P.I. Nor ftmalpdoin WatN Chase dmua Wage D-dipflI. Na F.I. Wks 012 1 20 Sn sl Appl!r 15m / 2 Bask Rama w 2 a 012 1 20 Mlcroa%M / Hood GFI 1800 3 4 012 1 M _ Smsl Applbnae 150p 5 8 4600 ftto,Hsoto, 25 2 010 012 1 M R. Ism 7 0 012 1 20 Dlnln Ra Ns AFCI IBM a 10 /2OO qe aH GFl 20 1 012 012 1 M Bath GFIR adw 1200 11 12 IWO D°hwaMr l 20 1 012 #14 1 15 Fti,ror / Hd 1 Rod #7 A 0L Both R AFCI 00o 13 14 5000 Drys GFl w 2 010 H4 1 15 L R_.LowUqhk.AFCI 1D0 15 18 014 1 15 KYchw, Panay, & Dining Ie AFCI 900 17 18 1500 washer GFI 20 1 02 014 1 15 SD&MAFCI l5R fa 20 1000 Gmp DamOWwGFI 20 1 #12 012 1 20 la,n / Batl N / Dan AFCI 1200 22 1200 Gm / Exte4m Us & Rec atlas AFCI m 1 #12 S c 24 Oo%SO. AFCI /5 1 #14 28 am Ommon, Both—AFCI 15 1 014 S a mi 20 gS w 30 1000 on 20 1 012 32 ;Co.".s e 33 3a s oe 3 a 35 38 S c S a 31 38 S < 4e 2 35 AC AMU-1 aster S KVA at 65% 5625 39 41 42 s c 42 Spa.. Lwd Ml. dama�tl 6otm aMwNbna/5m 10000 28700 Lwdsub eat to demand 4Nw calculNmv/INe Demand Factor CalculaBons: ABBREVIATIONS: AFd: ARCFAULTCIRCUm INTERRUPTER NC: NON-COINCIMNr LQOD TE OPI: GROUND FAULT INRRUPTER Taw Ned subject to Eemwd to- 42/00 ' Feat 10000waf at 100% 1000o RemoNln wtls I4 13080 Tttal AA:IaW 1R20 LOAD CALCULATION IS BASED ON MC NON -COINCIDENT LOAD TOM C°macled L-I Wok, 33000 TOIaI Amp. (MSb / 240 sore) 141.3 General L1ghWq & Receptacle Load TUN A/C 3 Fee _ 1828 G .W Lt. & Re. 3 W / S . Ft 5484 Hldws 1 ateswi_ hat 100% 65 Tow Gemw Lion. & R. "A.)5549 Ckt.# Tat.113etls Gnaal U. & R. Panel A 1 91 6171 5549 I I L I I I I r-b• r-6• I LED LIGHTING @ SINGLE LAV. M BATH R 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERULS AND NSTALLATICNS SHALL COMPLY W 'M ELECTRICAL P ROVO" OF THE Md." EDmeu n0111 LOCAL CODES. AHD ALL LOCAL PAYER COM PANY REOIIRLmem B. ALL 0ON0=01111 SHALL W TYPE TWHK'r N UNLESS NOTED OTWMWW- PROVIDE E0 AMP. Q0440 VOLT, I PHASE GEC40WA IM ELECTRICAL BERVtCX P 02VIOR 3'1 COPPER (CW N 1-1/2" DIA SCNIDULE W PVC C0NPWT OR PROVIDE 3 2AD ALUMNAM (AL) N 2" DIA SCHEDULE Be PVC CONDUIT "A" SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC C411-ANY PRIOR TO DID. / II' \ I I L I I I I 6 I I to I LED LIGHTING C DOUBLE LAV. BATH M r"OVOQ 34AS M THEN - '4/0 AL. THAN . PS CU N 2• (CGNDUIT TO TEIM94ATE A4 COP1E51MATION SERVICE E0 AMP DISCONNECT SWTCH AND Q0440 VC n ELECTING ASTER N I PHASE N@74 3R M40LOOURE MLO PANE. TEWIFH i SERVICE ypqlm TELEVISIONBORANCIEOW4T ROAR EIR NTER&YeTem BONDING TEPMNAL AT LCW VOLTAGE CONNECTIONS I •4 Cl SERVICE GROUND CONNECTED TO CONCRETE ENCABBD PCOTER STEEL PER ELECTRICAL PROVISIONS M THE MQLA5M Ee1Tlb4 [2a711) 6/0" DIA X & PT LONG COPPER CLAD ORMISO ROD 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 1078 www.abdeslgngroup.com AA p: OOM25 491 7 I� Q a SUBDIV. Ac LOT ABBOTT PARK LOT #23 BLK. #8 PROJECT* 04181.000-23081 MODEL 4EBB 111828—CALI" GARAGE SKINO: LEFT PAGE: ELECTRICAL PLAN 160 MPH XP. C ■ PLUMBING PLAN SCALE, 1/4 " F-®' 2• VTR � I\ I 1 1/2 1 71" re \ 2` LAV I U1C 3 I I 2' 3 I I � 2 1/2• WASHER KITCHEN SINK V 2 AUTO VENT J. I Ire',r2'� 1 i PLUMBING RISER DIAGRAM TO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA N: 0003326 A Its }} 1 o k�k 6 BLJHDIV. de LOT ABBOTT PARK LOT #23 BLK. #8 PROJECT* 04181.000-23081 MOD=. 4EBB "1828-CALI" GARAGE BVFMG: LEFT PAGE: PLUMBING PLAN L,60,*H FA C D 10/15/ 00 SCALE: 1/4"=1'-0" SHEET P1 ka HVAC NOTES I. ALL MECHANICAL ECUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB d MASTIC. AND INSTALLED AS PER POO 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NPPA WA 2-3.1 4. FISH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT CUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL. BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER POO 6TH EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC 1010 EXTERIOR WALL PLENUM ,� y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 3011.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR OBD 0 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)-3/16'X2' TAF'CONS UNIT SIMPOON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) %XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. ORAN 3/4' OIA. OVER HEAD • 121 FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56WO INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPJ FIN. GRADE OR PAVING SPEC. I'-B'xla' 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 PPE. ELEVATION. MECHANICAL PLAN SCALE, 1/4 . I'-0' 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA #: OOM26 1 c 1 € b o .§o a Lj >lV19DIV. Ae LLOT: ABBOTT PARK LOT #23 BLK. #8 PROJECT# 04 81,000-23081 1LODELa 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: MECHANICAL PLAN 16 H EA C 2X4 TOP PLATE PLAN y PRE -FAD TRUSS Ui' CLG. BOARD IR' DRYWALL SECURE ST. 2X4 WOOD PLATE TO SLAB STUDS S24' W/ IDd MASONRY OC' NAIL • 32' Or — MAX SLAE NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24. O.C. FIN. PLR Y � ' 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'•I'-V' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RB05J.1 ON I}' 0.645. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND—U-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.L 1'-0' TYP. O.H. 5' DIA. SLEEVE, DO NOT CUT BOND BEAM SOLID GROUT W/ (I)- r5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE:3/4'-1'-0' FO' GARD1/2 14 STRELBOARD SEE ENERGY CODE FORTIS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION �—R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES r : SPECIFICATIONS I r REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' Or- a, CMu 1/2, GYP. ILL. BD.- / i— WOOD BASE — FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R%"JJ ON J' O.S.S. SHEATHING OR Uj' CDX PLYWOOD SECURED PER FASTENER SCHEDULE —INFERENCE STRUCTURAL 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'-C' FIN. FLR a ti <. a 4 �W/ WINDOW OPENINGWINDOW OPENING TYP. WALL SECTION SECTION NO OPENING NOE PER SECTION W5.1.1 - FOR ROOF SLS 2:4 1—STORY HIP BLOCK WALL (2)LAY ERIUN ERLAYMENT SYSTEM D1 SCALE, 3/4'•I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE If, ASTM D 4869 TYPE IV, OR ASTM D 6'15l cm -O .WSR 26 GAS LINE THRU BLOCK FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.IJ ON J' O.S.S. 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 1/2' THICK, 2 COAT. PORTLAND CEMENT. PLASTER APPLIED DIRECTLY TO MASONRY UY THICK. 2 COAT - PORMANC) CB•IOR PLASTER APPLIED DflRCTLY TO MAOCNer IR6 VERTICAL TRACK sY Fla/. PAOMIRID TO TRACK ER4CKEM APPROVAL REQ. CO"R GLAD Y CFY SHE STPUCTURAL POI! REsraRce•®+r 2.6 P.T. ED ATTACHED TO FILL CELL AS P W APPROVAL IRO. encTalt ROD YRATHM STRIP MA CM ALL s GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-0' 2X4 924' O.C. MAX. SECURE ECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER O30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5.LI ON I}' 0.6a STIFF15ACK AT ALL UPRIGHTS SHEATHING OR;' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I._m. FASTENER SCHEDULE —PRE-EWG WD• TRUSS TYP. MTL. DRIP EDGE OH. PER ELEVATION 2x FASCIA PER IF ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED 5/S' GYPSU I BOARD OR IR' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENGE STRUCTURAL bc2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. ILL. BD. a, GMU �— WOOD BASE 21 FLR . . _ i. 0'-C' FN. FLR 8' cm n m .. b 4 A W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-V' W� w 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744079 www.abdosigngroup.com AA M: 0003326 k Y a r ;44 i SU BDM ad L,OT ABBOTT PARK LOT #23 BLK. #8 PROJECT* 04181.000-23081 MODEL& 4EBB "1828—CALL" GARAGE 8`11117,TO: LEFT PAGE: DETAILS %l PH Ap.0 I. 2X6 P.T. • C nXM OF DOOR FEADER SECLWAD W/ (1) iJ' X 6' J-DOLT W/ 4' MK EMDEDMENT W( 2' X 2' X LW WASHER 4 NIT OR W/ (2) VV X 8' ANCHOR DOLTS V8' IUASHER 4 NIT SWILM 2x4 ON FLAT TO OLK VMASONRY It NAILS. 2X6 GARAGE DOORDOOI# DUL'K SECURED WI (5) VY X S' J-DOLT OR MICWOR ® DOLTS. W/ 4' MIR EMDEDMENT, W/ 2- X 2' X V8' WASHER (NUT. (U WITHIN 8' OF TOP. (1) WTHN 8' OF THE DTM. (3)EVENLY SPACED. R m NOTE& ALL ANCHORS SHALL DE IN ACCORDANCE TO M/WPACTIYYER'S NVA,LLATION MSTMCTIONB WHERE fid6w NSTRIICTlem d M�Ii� &TRMI6iENT GARAGE DOOR t BUCK ATTACHMENT 4CALL N'•M-O' Fi0i L� I'X4' OR 1'X2' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE T14M FRAME � EXTEND I i4 INTO BLOCK W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN V OF EACH END 4 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 A SCALE= N.T.S. 2X4,m SECURE SOORBLOCK W/' TAPCON (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8. OF EACH END 4 18' OZ. MAX SPACING. 2Xb,m SECURE TO BLOCK W/2-Y.' TAPCONS(MN. SbANK SIZE .145 MIN. HEAD 812�90 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 8' CM IV O.C. MAX SPACING. ❑ K' DRYWALL 2X8,m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK Ul/2-N#' OOR CASING TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 4 MANUFACTURES DETAILS. 16' Or- MAX SPACING, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2" inl MINDOM TO BLOCK +1-1" " SCALE, N.T.S. 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHAM. SIZE .145 MIN. HEAD SIZE 300 MII,L EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING, MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL %' TAPCONS TAPCCN MIN. I-Y1 (MIN. SHAM, SIZE J49 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8, CbN MIN. EMBEDMENT I Ys') , DRYWALL WITHIN V OF EACH END IVOZ. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XB:mSECURE TO BLOCK W/J-2(r' J(' OS.S. X 4'MINTAPCONS (MIN. SHAH, SIZE .145 DOOR CASNG 4VATTACH MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MN. EMBEDMENT I Y4) TO 2X PER WITHIN e' OF EACH END 4 MANUFACTURES DETAILS. 18' OL. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-515/lf C lQ SCALE: RTS. 1 2X4,m SECURE TO BLOCK W/' TAPCCNS (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT IY4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 19' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/J-i(s' NON-STRUCTURAL' TAPCONS TAPCCN MIN. 1 Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4)I 8, cmu WITHIN W OF EACH END DRYWALL IB' O.C. MAX SPACING.'X4' 2X81m OR I'X2' P.T. NAILER TO BLOCK W/J-TAPI CASINGSECURE ONB(MIN. SWAN, SIZE .149MIN. HEAD SIZE 300DOOR JAMB OR WINDOWMIN. EMBEDMENT I Y4)ATTACH TO 2X PER WITHIN 8'OF EACH ENDMANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JA11B TO BLOCK +2 1 4" WINDOW TO BLACK2 1 4' + " SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ 9((," TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE JIM MN. EMBEDMENT 14.) WITHIN 8' OF EACH END NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-)X' rTAPCON NON-STRUCTURAL Vo' TAPCONS MIN. I-Y4 (MINI. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Y4) - DRYWALL WITHIN S' OF EACH END 4 'X4' OR DO' P.T. NAILER 18' OG, MAX SPACING. 0 2X8m V SECURE TO BLOCK W/2-ib' TAPCONS DOOR CASING (MIN. SHAM, SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. xol8 41M Y x440p ro w� Ars too xvr ocao#•J DOOR JAMB TO BLACK +3" M NDOM TO BLACK +3" SCALE, N.T.S. 2X4m SECURE TO BLOCK IW V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 10' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-W*' NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAPCCN MR I-Y4 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49AATTACI4 CMU WITHIN 8' OF EACH ENDRYWALL 18' OG MAX SPACINGX4' 2X8,mSECURE OR I'X2' P.T. NAILER TO BLOCK W/2D 2X SECURE TO TAPCONS(MN. SHAKY, RUCTURAL MEMBER .149 12I2d WITHIN B'OF EACHMIN. HEAD SIZE 300ND 4 6' TO VO,C. MAX MIN. EMBEDMENT I Y1)OOR CASING WITHIN 8' OF EACH ENDOOR JAMB OR WINDOW IVO.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT .EXCEED Y4) DOOR JAMB TO BLACK +3" M +3" F SCALE, N.T.S. 2X4m SECURE TO BLOCK WHi TAPCONS(MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN W Or EACH END 4 MUST BE ON OUTSIDE 4 0' OZ. MAX SPACING. SECURED THROUGH 2X6,® NON-STRUCTURAL )W SECURE TO BLOCK WA-1/4' TAPCCN MIN. 1-Yi TAPCONB(MK SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT 1)4') N DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 'X4' OR DO' P.T. NAILER 2X8m SECURE TO BLOCK WA-I/�' O.S$. X 4" MIN. TAPO" 4-MANUrACTURESCIETAILS. (MIN. SHANK SIZE .145DOOR CASING MR HEAD SIZE 300 MIN. EMBEDMENT 1 Y4)DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ATTACH TO 2X PER IW O.G. MAX SPACING. xar wel wx®pTo FYff Y11♦ foo xsr oaf#'� DOOR JAMB TO BLACK +3-7/18" WINDOW TO BLACK +3-7 I8" C' SCALE: KTS. 2X4m SECURE TO BLOCK UW4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2>(6,m SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL a(.' TAPCONS TAPCCN MIN. I-Y4 (MIN. SHAW SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 14") 8' CMJ WITHIN 8' OF EACH END 4 )6' DRYWALL 18' O.C. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK WA-1/4' - P.T. X 4' MN. TAPOONS OOR CASING (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I)'4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 3/4" M TO LACK +3 3/4 " H SCALE, N.TS. 1441 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407.774-6078 FAX: 407-7744078 wwwAbdosigngroup.com L AA M: 0003325 1 ru7 F O b SU7RDIV. !e LOT: ABBOTT PARK LOT ##23 BLK. ##8 PROJECT# 04181.000-23081 MODELe 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: DETAILS %160,VPH W. C AD A AR N DA�lM 10/15/20 SCALE: 1/4••=1'-0" SKEET D2 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 12/32/2020 11473.10 SIMPSON STRICT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 13872.g SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872912 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 W31/2020 20446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 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 22/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 11495.S 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 2027 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 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 F8CR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR W31/2020 FL15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR W31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOOM SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 22/31/2038 FL 5891.3-116 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8%0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOORw/SIDELITE 2017 FBCR 1Z/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR W31/2020 FL5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2027 FBCR 12/31/2020 FL15216.1-117 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 22/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003315 d 8 bk §kg (0 G7 V 0 6 6 a BUDDIV. de LAT: ABBOTT PARK LOT #23 BLK. #8 PROJECT# 04181.000-23081 MODEL4 4EBB "1828-CALI" GARAGE BIWMG: LEFT PAGE: PRODUCT APPROVAL LISTING 160 JAPH A C of L'i DA 10/15/20 isCAL.E: 1/4"=l'-0" 8HEET D3 APPROVED BUILDING URAP SHALL BE LAPPED A MINIMUM OP 4.4' SELF -ADHERING MRMmRANE 6' .VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE ENDS) x 6'* HORIZONTAL LAPS, URAP MATERIAL) OVER ALL SEAMS NEED TO DE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE WRAP. UTH PORTDER SNEATHNG TAPE PLASHNf. TO EXTEND ONTO PIPE I / \ 1' OR LESS PIPE PIIIEFOR ED CONTROL JOINT / \ PLASTER T14ICK3 COAT CEMENT _ PENETRATION RANGE OF CONTROL JOINTS / \ BE UIIIED TIED TO LATH • 6' \ URS LAYER 4, FORTIFIBER OC, MAX (VERTU. � DO BUILDING PAPER / r �•rrL LAP . nErAl LArN \ NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH (y X X X 1 W LEG MAY BE USED TO TOMP. FASTENED .t' (vERTJ = MAX Ilk — CONTROL JOINT AT SUPPORTS X X X — — DURING INSTALLATION CUT AND OVERLAP ONE SIDE OP URO LAYER M, —` METAL LATH SELF -ADHERING T'EI'BRANE FASTENERS TO DE SPAMD STUCCO WRAP FLASHING • I' OG. MAX VERTICALLY n uIDDo MEATHINIp OW LAYER % I d' THICK, S COAT CEMENT STEP "I ' STUCCO URAP I PLASTER r ;1Y'ti U-`} rr• -r�, . rnnr� METAL LATH LAYER •J. FORTFEfER / I WRIS LAYER -2. BUILDING PAPER PORTFIBER \DULDNG PAPER STUCCOttWiAP Ton I INSTALL FASTENERS (CLIPS, LATH SMALLNOT 6• To ✓ .• ro 6• I UOOP TM AREGTJIREDTAPLES) AD TO SECURE Be CONTINUOUS x �I TWO'" CONTROL \ PIPE/ WIRE t0 FRAMING JOINTS BUT SNAIL BE STOPPED AND TIED AT EACH SIDE. r nw uru PER R663 PRONDE 2X4 SLOCKNG P1.ASTM GL,y,, A. avlle PER PLACED PLAT MAX. 6' TO S' Au u.u• PROM CONTROL JOINT WEN CONTROL A87E1•ERS FOR LATH i0 BE NAILS Opt \i NOTE,/ / S��JOINT GYM 2 SCALE, 1 LAP STAPLES N COMPLIANCE W ASTM C063 2. WIEE TES TO DE (NO. W SAWS' WRIT 3. BLOCKM SHOUN MAY DE IN ADDITIpy \ TO WALL STUDS RECIUMD PER PLAN / OL Palo wuw • PT. A ®raLo OLNILO_IAm. Pr. A 2. CRLW . Pr. Is L 1mwAft. R.c 6sa1.1 Rapl+a� MOP mom O.l LAP 3I.- Extow Vr SBOs WMATrsa, rICIN I I PAG M P OG. MAX OtPOLp..NIo.PR.A x. 011443111 . R. s raw Ar ® L PCLD 61N<IID . R. A P. CRTAII . In. Ns L CAN . PT. c ♦ POLO F.T. c GYM Fr. Is TLL M.4 Tollom sOTTCM R.ANp. 4s rd `� sOTTC "JN°E WTIR TISM MAL POLO.OQ tmca. 3 COAT Com rc ! (IRAMsa le• x CI UT ® KICKOUT DETAIL MUILPM PAPER ORAI•l OrLT) Ulm LAYER % STUCCO UE avitam O LY) LAP LATWO OP DULZ s IIRAr OVERANAILNs rlup Nos. stop 1 6slt� QLT) eX"`""`I■xoORR cm "4Y Ill WALL ILAAIsds S. 1 AL ILAWN3(Nl .r% I L "TIR TONI NAL (eMO oR - GoLOtlt 00 Nor eun tiAr6n i a RppF . NrlNxlee„pNs SIDE LAPS OF METAL PLASTER BASES SHALL ISE SECURED TO PRAMNG MEMBERS, THEY 614ALL BE TIED BETWEEN SUPPORTS UNTIA CAMID-IN. (171-I'F) URN AT INTERVALS NOT MORE TI4AN S' (22S-MN). AS PER A67M CW*Ji IAL POR REPAIR OF TEARS N WPM LAYERS, TEARS MAY BE PATCHED WA40L E UIRAP TAPE PER MANF. SPEC. OR PEEL x STICK WOOD &EAT DULDI PAPER STUCCI WOOD SHEATHING OR CMU WR5 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 1 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. N.T.S. 6916' SELF-ADHERNG MOMMMANE PLASHING (COI'TATIBLE W/ HOUSE ~ MATERIAL) OVER 41c4' SELF-AD4ERI ING MEMBRANE E FLASHING OVER APPROVED HOUSE URAP. PLA6HMG TO RD(Tl9dD ONTo PIPE ` CUT AND OVERLAP ONE SIDE OP STEP 02 ILARIM MFtE7RN'E CTCp SHNG MRS LAYER % STUCCO WRAP WIND LAYER 4, FORTFISER BUILDING PAPER METAL LAIN 6•N6' SELP-AOMNM MEMBRANE FLASHING OVER APPROVED NIOU6E URAP. FLASHIN(L TO EXTEND ONTO PIPE 4'l14' 6ELF-ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE UIRAP. •� i0 I:J(fEND INTO PIPE CONT. DEAD OF SEALANT AIR SECTION PER SECTION R7W.7 6tRNEx eda u eo poMandR Ellen«use of ponleM cement plaster shall comply VJth the appNmdm requirements of ASTM C 92672A Installation of exted« lathing and training shell c nply v.Ath ASTM C 1093A2A. LEGEND (FRAME) DRAINAGE PLANE (WR5 LAYER *I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHE51VE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-541-09, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 b kbk 9LTHDIV. !I: 1(07: ABBOTT PARK LOT #23 BLK. #8 PROJECT* 04181,00 -23081 MODEL& 4EBB "1828-CALI" GARAGE 8`111IINO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH W. C DATE. 10/15/20 SCALE: 1/4" = l'-0" >lHEET WA1 BACKER ROD BACKER ROD WRB LAYER -1, anjrrn 1~ INSTALL W SELF-ADHERNG MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM. 2. SIDES. 3. TOP VENT CAP 16 TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS,. E-Z BEAD ALL AROWD VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT. AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALALSIDES, CAULKING • JOINT ALLPER SECTION R703.7 EdwW WNW and olAsterina Exterior use of pordand 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. ' HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FOW FI15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER ------ 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-841-09, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPEF OVER 'QUICK FLASH' PIPE TWROJGW WALL b' SELF ADHESIN FLASHING ONSTA PER MANUF. SPEi BUILDING PAPEF UNDER 'QUICK FL _VENT PENETRATION SCALE: N.T.S. ELEC. METES VERIFY LO 27G.I. iv I�c�.cvc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I 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 SASE 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 7, STUCCO WRAP WOOD SHEATHR APPROVED HOUSEWRAP BELOW CUT SUCAH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHINS. WRB LAYER h, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH TO WOOD STRUCTURAL t • '1' OL. MAX Ji' TO )i' MID -WALL WEEP aCIIEED ADHESIVE PLASHING, CLEAN MASONRY BEFORE APPLYNG HORIZONTAL WEEP SCREED (FRAME TO BLOCK S' WIRE, LAYER M, STUCCO WRAP CUT 'X' INTO • SELF-AD14ERNG Y MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WR5 LAYER 1 STEP 1*1 STEF #2 LAYER 81, WRISTUCCO STUCCO WRAP APPLY 60 MN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP *3 (MEMBRANE FLASHING `WRB LAYER 82, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 F 18 g� eo A 49 a b 2 Z #A Uj IE C O SVODIV. a I.OT: ABBOTT PARK LOT #23 BILK. #8 PROJECT/t 04181.000-23081 MODELa 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH/W. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - L 2 1/2" k CORNER BEAD (FASTENER a SPACING 0 '1" O.G.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 r F a sysDm Se LOT: ABBOTT PARK LOT #23 BLK. #8 PROJECT* 04181.000-23081 MODZU 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 PH A. C AA NO DATE: S10/15/20 sCALE: 1/4"=V-0" MEMET V'y A3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER &2 IFORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD DO NOCT O CNASUTLRKNCTIO N BEYOND WOOD 6WEATWM WEATHER RMSTIVE BARER 1 WEATHER BARRIER R WXl SIDNG V \•-Z/ ' \ \ LF-ADW-RW.E AD<IRNs �A CA-SSTIVE CARRIER STARTER STRIP RESISTIVEDER OR W 6MY-ADERNS FLA6NM 6FLvD META6ALVD METAL FLWm ZFLASWN, on OJ�ODSTRIM�T?i�pp MIEMBER OEBQ / \LgTE / . Im FEMBEDR (^y AL GAP R APPROVE OANT cASM SIDING TO STUCCO ® BLOCK TO FRAME � n � TRANSITION WOOD CONSTRUCTION BEYOND WOOD SWEATWt4 WEATHER RESISTIVE eAR11aeR a i WeATWER RESISTIVE / BARRIER 4 , � `\ Y1 LAP 61DNG / i I \ W SELF-4 MG DR WER BOX TARD 4 BATTEN p RRi6 W@RMG < _\ i aU BJ-AIWER RESISTIVE ASWSTARTER&TRIP / `\ \\ TlooWEAeR RRE616TIVE MARN I `. \ y-ADWERNG \ GALV'D METAL 'Z' ItA&WNa PL D METAL \ •z' R.ASNMG Y WAIIDE TROAM PER ELEVATION / \ WARDE T � ELEVATIONN PER \ SEAL dAP U AW.KMG / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-77"078 FAX: 407-7744078 W W W.Bbdesfgngroup.com AA #: 0003326 1 tit r o atMDty S. LOT: ABBOTT PARK LOT #23 BLK. #8 PROJECT# 04181.000-23081 MODEU 4EBB "1828-CALI" GARAGE BIW MG: LEFT PAGE: WALL ASSEMBLY DETAILS 16rWH C M DATE: NT 10/15/20 SCALE: 1/4"=1'-0" SHEET WAzL, \ 1/9, TEXMIRED / / I \ FINISH • WOOD,1/2'• /__ --- "" __ - -- + - \ - TEXTURED a x --{ i 2x6 SUB-BANb FM 18H CMU FIN W/1'x4' NOTCH o METAL LATH x x x x x r-- -- -- - / - END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP SHEATHING. ooc x x x x x x , r� DRIP EDGE !P Sco WRRAP(FRAME ONLY) x x x x x x x x x x x x x x x x x x I -- - --' --- --- -- - - ------- 1++ 1 1/8' TEXTURED_�Y/PER WRI5 LAYER 02, rORTIFIBER 1BUILDE 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 1 + 1/g• FINISH a WOOD i + 1/2' TEXTURED + 2X6 SUB SAND m ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER FINISH flCMU / ++ / DRIP EDGE x x x x x x x x x x DRIP EDGE + \� METAL FASCIA WRAP Y8' FROM ++ ++ ©FLAN B METAL KICK OUT x x x x x x x x x x X x x (REFERENCE POINT ONLY FOR WALL OFF ---- - ---- -- - STUCCO, 1' FROM WOOD WALL + + SET OF COMPONENTS) - o� , EXTERIOR WALL (FRAME OR CMU) ++ - METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM Or - + DRIP EDGE \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY + ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY WA'x4' NOTCH m \ END, WRAPPED IN ROOF DECK (BEYOND) PEEL t STICK -ROOF CEMENT +� DRIP EDGE, 1' OFF WALL NOT INTO STUCCO) EDGE OMITTED FOR TEXTURED FINISH m CLARITY /WOOD, 1/2' TEXTURED SUB BAND DETAIL ® WALL FINISH a CMU 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL t STICK ®ELEVATIQN METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND WA4'x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL W/KICK-OUT 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 0 END, WRAPPED IN PEEL t STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY r� 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.ebdoeigngroup.com AA N: 0003325 w r IN o evsazv � LOT: ABBOTT PARK LOT #23 BLK. #8 PROJECT* 04181.000-23081 MODEU 4EBB "1828-CALI" GARAGE SIMMO: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 APH -. II -. -- " •i X I DATE 10/15/20 SCALE: 1/4"=1'-0" SHEET WA6 0 z U n O a v F 39'-8" 28'-8" 3'1" 15'-10" 9'-6" 91-6. 3,_6" 36'-2" F io 3�8 aD — — 1 — — — FM-12X12 —�;— — — — — — — FM-12X18 4" CONC. SLAB i51 g w F-24X24J 1.1. -3 1l2" J a r 10'•0" \ EXTEND FM-12X18 1 SLAB 1 112" 4" PVC \\\CHASE t.1 , I\ , 0� 0 • TOP OF I SLAB IN I I`\ I , I, *5 1 /2" a" 17'-8" 2,_8" 3 " 5 I IN I� I • w ILL o ( I EXTEND 2 SLAB 1 1/2" ,., — — — t• m FM-12X18 �2 E k 4" CONC — X lw W SLAB 1 a ( �•3112" I 3,_4. I 1 -7 v2" 2 0 _ J MC-12X18 FM-,2X,8 ri FMC-12X18 F 1d 11 FM-1zx,e J a a 1.1 1.1 2'-8" 16-0" 2'-8" 4'-4" 3'-10" 10'-2" 21'-4" 14'-0" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-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 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.OINDICATES #5 BAR, MINDICATES #6 BAR,ONDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14, VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1.4xW 1.4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12xl2 12" CONTINUOUS 12" FMA208 12" CONTINUOUS 18" - (2) #5's FM-t6xl8 16" CONTINUOUS 181, - a +0"-0" FMC-12xl8 12" CONTINUOUS 88" - s #5 IN CURB VARIES 'rZ% 24' (-)0"-4" 1441 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003326 �M r �ffi c 6 Ila aUBDIV. & LOT: ABBOTT PARK LOT #23 BLK. #8 PROJECT# 04181.000-23081 MODEIA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 01 nr+ vV9 DRINT -I A 10/15/20 SCALE: 1/4"=1'-O" elfricT S1 30" MIN. EACH WAY MONOLITHIC FOOTING z ++ Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED ° p v _ C CELL SEE PLAN FOR SIZE AND ¢ o. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS .� p . I p 6. SPACING REQUIREMENTS m W �� GARAGE DOOR m W U 1 RECESS �J a a CL� ¢ FM g7 8" CMU WALL O 8" CMU WALL AS CER BAR I•t CORNER ATRT7L Lu =co B+ toZ oZ tO — +- 0'-0^ N FOUNDION WIH 30EG EACH I 0'-0• d. ' J WAY AT ALL CHANGES IN DIRECTIONS 10 TOP OF SLAB " • - TOP OF SLAB I .. I SO THAT THE STEEL REINF. IS CO NTINUOUS �j��-. MATCH AMOUNT OF CONTINUOUS BARS ° CURB FOR f EXT. PORCH SLAB a' .. a."` SEE SLAB SCHEDULE1j BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) iKi 18" + EXT. PORCH SLAB Y SEE SLAB SCHEDULE TOP OF GAAGE Il .' v (:. ,Ia CONTINUOUS STEEL MONOLITHIC - ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET ��p, AT ELEV: W/ 112" ISOLATION 6" CHAMFER (2STORY) 4" CHAMFER 1-STORY) 0'-0" JOINT HER p4 24• WI 1/2"ISOLATION 4 6" CHAMFER (2-STORY) - '• > APPLICABLE) Z SEE SCHEDULE 30,. JOINT (WHERE APPLICABLE) Z T� a EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 42 AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO ##6 EXTERIOR MONO -FOOTING r,-"\EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 314"=V-0" scALE: as"=r-0'• CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 314"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFYHEIGHT EI GHT VERIFY HEIEI NAILS, 2-ROWS, 4" O/C BTM. HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w I 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED � NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O d SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2'k8" WEDGEANCHORHISTRENGTH BTM. PLATE TO BE PT. WlFLANGE 6 BASE o. 5 EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 8", ONO PLATE EPDXY S7/2" EMBED. MIN. 0 IT OC SLAB W/10d MASONRY o Q O FOLLOW ALL MANF. SIMPSON SPH4 SPH6 NAIL 16" O/C STAGGERED. SPECIFICATIONS FOR BTM AND TOP PLATEAr LA ADDITIONAL METAL = USE AND ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT SECURE FLANGE TO SLAB W/(4)1/4" X 2 114" F- m PREPARATION OF C7 a HOLE. COMMON NAILS FILL ALL U REQUIRED WHEN NO U UPLIFT IS PRESENT. TAPCONS W HOLES, DO NOT USE 10d W W x T, SEE SLAB SCHEDULE SEE SLAB SCHEDULE TOP OF SLAB 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) •: .�, e EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 6QALE: 3/4='-0• MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 SCALE:3/4'�V-0" (W/ UPLIFT) B°ALE:34""'-0" (NO UPLIFT) SCALE: 3/4''=V-0" LAP TOP 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 Q �' PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO O a BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ w m i6" O/C STAGGERED, ADDITIONAL METAL U v a CONNECTORS NOT REQUIRED WHEN 0 U 8" CMU WALL UPLIFT IS PRESENT.T. m ? +- 0'-0' POURED LINTEL CONT. (TYP.) , -' B" CMU FILLED CELL (TYP.) _ TOP OF SLAB SEE SLAB SCHEDULE as � 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" Z MINIMUM EMBEDMENT INTO O+-0OF SLAB "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX 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 AND COL. PAD �� BLOCK WALL CONNECTION 3/4"=l'-O" (NO UPLIFT) &22DNG _ SCALE: 3/4"=V-0' 1 1 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6079 FAX: 407-7744078 wwwabdeslgngroup.00m AA N: 0003325 y� C b ekka 6 aUBDtV aLOT: ABBOTT PARK LOT ##23 BLK. ##8 PROJECT# 04181.000-23081 MODEL 4EBB "1828- CALI" GARAGE INIMMG: LEFT PAGE: DETAILS 160 MPH FR. C DOWEL PLAN SCALE: 114" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.6078 FAX 407-7744078 www.abdealgngroup.com AA M:0003325 o a SVHD2V ae LOT ABBOTT PARK LOT #23 BLK. #8 PROJECT# 04181.000-23081 MODELt 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH . C PRINT A 10/15/20 SCALE: 1/4"=1'-0" SHMMT s1.2 TIE VERTICAL REBAR HORIZONTAL TO EBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. ° Z #5BARS FEI.m 5 a CLEAN OUT REQUIRED Q FOR INSPECTION m v � TIE-/ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BASZE 8BAR DA. Z W #3 18" LU > #4 24" #5 30" #6 36" #7 47' HORIZONTALNERTICAL REINFORCING 0 SCALE: 3/4"=l'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a L SPACING REQUIREMENTS �w U � J w 0- Z 8" CMU WALL TOP OF SLAB ° TOP OF SLAG SEE SLAB SCHEDULE Z w BAR SIZE 48 BAR DIA. > EXT. PORCH SLAB �"T 4" CHAMFER (1STORY) 18„ O WI 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • #4 24" a`a APPLICABLE) Z - MATCH STEEL 30" REINFORCEMENT 6" PVC CHASE PER SCHEDULE 38 6" PVC CHASE THRU FOOTING THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=T-0" • �I 11 * * it ; a CMU UNIT DIMENSIONS co ARE NOMINAL SIZES V MASONRY SYMBOLS 3 SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-774-4078 www.abdealgngroup.eom AA #: 0003325 7 O ABBOTT PARK LOT #23 BLK. #8 PROJECT# 04181.000-23081 MODEU 4EBB "1828-CALI" GARAGE DWING: LEFT PAGE: DETAILS V.160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE OZZUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fo (psi) SIZE WkH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Sal MASONRY 30DO 8x8 (1)#5 WA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS dmwdoaPa I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH ew 74' (42') PRECAST 2231 4'4' (461 PRECAST 1989 N-S' (541 PRECAST 1998 V4' (64') PRECAST 1217 8-10' (70') PRECAST 1002 ea' (7n PRECAST 90B r4' W) PRECAST 743 94' (1121 PRECAST 664 1016' (12B`) PRECAST 476 11'4' (13n PRECAST 362 12'4' (144-) PRECAST 337 174' (169') PRECAST 216 W-V (18B') PRECAST 279 14'4' (17n PRESTRESSED N.R. 164' (184') PRESTRESSED N.R. 174' (2#a9 PRESTRESSED N.R. 19'4' (232") PRESTRESSIED N.R. 21'4' l26a') PRESTRESSED N.R. V-V (294') PRESTRESSED NA z4'4' PRT3417D 10�001010<l(m v0000om oomo®mom 0mm0�0l0 Om�lii..ti' ?0�1 mmmo�ov Norf"-K= 79 ��m0�00 mmomoov "mono= mm00000 O�DO�mlO os0�0DOD Om�Om��Q� OD0m0�0 O�0�m0(0 oommmoo ®ommmmv ®OmOm00 0000mm0 �D��i010 0NERMIM"m�� 01000®00 0NEZE"000 (2Ba� N.R. 1a1 1 2w 1 4a1 1 w 1 414 1 im 1 1122 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM'SAFE LOAD TAB" SY CASTCRETE MAY2DIS EDITION -ALL PRECAST PRODUCTS ARE TO BE WSTAILED PER MANUFACTURES SPECIFICATIONS SAFE LATERAL LOADS FOR PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �AeN SAFp GOAD �/*M SAFE LOAD - POUNDS PER LINEAR FOOT 74' (4r) PRECAST 102E 1D24 1EBS 74' (4:M PRECAST 4'4r (49') PRECAST 7W 763 1300 W-W (An PRECAST 4'4' (64) PRECAST 592 501 1073 P4' (64') PRECAST 74' (BP) PRECAST 411 411 746 V4' (64-) PRECAST 8.10' (70') PRECAST 340 339 616 8-10' (70") PRECAST 74' (7S') PRECAST 807 721 490 S'4' (TV) PRECAST r4' Mn PRECAST 424 534 303 r4' (4#') PRECAST 9'4' (112') PRECAST 325 912 230 94' (112') PRECAST 10'4' (1W) PRECAST 264 401 180 104' (126) PRECAST 11'4' (131r) PRECAST 260 462 154 11'4- (13B') PRECAST lr4r (1N') PRECAST 244 402 137 174' (1"1 PRECAST 13'4' (160') PRECAST 217 324 110 17W (18n PRECAST 14'4' (IfIn PRECAST 206 203 100 WO (16" PRECAST 14'4' (176') PRESTRESSED N.R. 204 91 14'4' (178') PRESTRESSED IV4' (184') PRESTRESSED N.R. 299 83 174' (1841 PRESTRESSED 1r4' Wn PRESTRESSED N.R. 104 64 lr4- (M-) PREBTRE8SE0 194' On PRESTRESSED N.R. 148 62 19`4' PM PRESTRESSED 21'4' C599 PRESTRESSED NR 125 42 21'4' (260') PRE81REE8ED 274' 064) PRESTRESSED NR 116 40 2r-W (011 PRESTRESSED 2P4' I21e') PRESTRE D NA 91 33 No mn PNOMESM (#)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM M OF SEARING PAST EACH SIDE OF YWOOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 L----------m--m1--------m—m— J &m--------1----------J LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAIL 407-7744078 www.abdesigngroupcom AA #: 0003326 Ty as>y O a stMDIV. as LOT: ABBOTT PARK LOT #23 BILK. #8 PROJECT 04181.00E 23081 MODElu 4EBB "1828—CALI" GARAGE OWWO: LEFT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH F& C AA NO 4� NT DATE: 10/15/20 SCALE: 1/4"=1'-0" 8*1z= s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" c,O��OF 0111 PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. /on �O 9Q NOTES TO THE INSPECTORICONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. T I / OFF F=FILLED W/GROUT U = UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTHOF COURSE _16-1T/1I�A/ L�F NOMINAL Q� HEIGHT # OF #5'S, B TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1T/1M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - lT/lM/0S INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST.3114" WINDOW Z _a SILL c SLOPE cn TYPICAL MASONRY WINDOW SILL CONSTRUCTION BE" BOND BOND BEAM �1#5 � 8 #5 TYP. 8"xl6" BOND BEAM 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BE, EACH COURSE 8x8 BOND BEAM TOP OF WI (1) #5 BAR •r; BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE Wl I B LENGTH OFLINTEL BAR W DTH OF MASONRY OPENING -r' BEAM DESIGNATION OR 2 8x8 PRE -CAST CONCRETE L LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS rno PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING Wl 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK, EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 I- 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 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngroup.com L AA #: 0003325 4 a b ill Q$ aUNDIV. de LOT: ABBOTT PARK LOT #23 BLK. #8 PROJICCT# 04181.000-23081 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH E . C P0_4D A L AR NO 93723 DARTS 10/15/20 aCALE: 1/4"=1'- 0" MIXET 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 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 COFFERSARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. GJ1 4 CJ3 r GJS 1A 1 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W! (2) 18d COMMON NAILS 8 SECURE TO BM. W/ 575 Z SIMPSON LTA2 USED TO BRACE TOP OF WALL. Z '� p Q 7 --n--p---I — n— pA8 p u It u It NJACH x s n n n n If 4 -0" LONG 2x SCAB TO I 1C It It p I = p It is TRUSS W/ 10d NAILS 0-6" O.C. It (4" FROM EA, END) I AtOG Affirm®m s .ram I �1� A8 �>~_: msaanm 6 I m a�a ate. I .. A2 I I A� �a.savma=�z®s:zam s I .. s.v I mme:��sa�= I maw m I Ads= I I zsaa:ems mo�vv�ae,saaomm�s I I I Af'� s � PREf i>� ROOF C u.0 MA)L if �m=�s� s ?ae�m.s®sa.esai�s�sas� I I 1 Q �s�v�a I C I I z®z v:m C azs�z --- aem—a I 1® v svaoca �iis�va��z®maszaea I I as®v�sz®s��s®zs�sa�zsQ I l I I A1A vmsv�: vamv:mom:a®a I I va�as:vim I I vao�vvm® i I viz o :� vm�a n 2"x5C4" I I - \ ®mm I I — - — ATTIsow a mavas a l rAC�CE S m®m= ---mamas_ I I ==a m>�== — I I I - — - I I m =a m—m=�---- I I I -- I I z:z mz®a Azss>mz ass®s m®a 1A I GT I I I iet i i �942--� i i c1 00 F" XWMA FRAMING PLAN SCALE: 1/4' = V-0" 1A 3.1 rq 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7744i078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 1 I'_ 15 - 7� YY Mig ;+ 6 a auBDiV at LOT: ABBOTT PARK LOT #23 BLK. #8 PROJECT# 04181.000-23081 moaau 4EBB "1828—CAU" GARAQE 8WING: LEFT PAGE: FRAMING PLAN 160 MPH EYN C A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }' NAILS TO TRUSS B-(2) 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 HETA16 TRUSS ANCHORS WITH (12) l6d x 3 }" NAILS TO GIRDER 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WI (3)16d GALV. COMMON NAILS. 1x2 SECURED WI I. GALV. COMMON NAILS / 12" On MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6". 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" On TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" On, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" On TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS, \.—A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J" x 5"TITEN HD TO CMU AND (12) SOS } x 2 J" TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) j" x 5" TITEN HD TO CMU AND (18) SDS J" x 1.2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d GALV, COMMON NAILS. (2) e x 5"TITEN HD TO CMU AND (18) SOS t x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1- 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) BDAL --=- A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF 4- GIRDER CONNECTOR(S) 3 TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE:34"=1'-0" (2) 2X4 No.2 SYP DIAL. 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 LSTA72 20 GAUGE COVER 5 TRUSSES ) 4'-0" O.C. (AT SHEATHING W/ 10dx1/2 HOG NAILS 0'-0" TO 30'-0" (4) "X" BRACE SEAMS) @ EACH END. TOTAL OF 10 30'-l" TO 60'-0 (3)'X- BRACE SECURE PT. PLATE PER LEVATION (1) "X" BRACE @ CENTER I 1 TO BLK WI FLOOR (2)'X" BRACE DIVIDED EQUALLY BOLT W/ ANCHOR BOLT W/ 2" GIRDER 6'-O" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH �R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PER ELEVATION 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS TM. CHORD BRACING, SEE STIFFBACK (AS PER P.T. PLATE WI 12d's B" O.C. MAX 5/8" GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION TRUSS ENG) CONT, 2x4 SECURED W/ STRENGTH Cl-G. BOARD 9 U ri MAY NOT BE (2)10d's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w! (2) iv y REQUIRED TO BE INSTALLED @ 16d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH STM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE TO SLAB & (18)16d x 2-112" NAILS TO POST., POST TO SIT DIRECTLY SEE SCHEDULE FOR BOND BEAM RED. PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO 8E PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE:3/4"=V-0" (NO UPLIFT) OUTER 1/3 ( SPAN ONLY NOTCH DEPTH 1/4'D O y / HOLE EDGE >5/8" �<OLE DIAMETER 2l5"D SGL. STUD PLATE STUD NOTCHING AND BORING LIMITS EDGE >50 HOLE DIAMETER < 3/5'D DBL. STUD d r,-'�GIRDER/WOOD POST CONNECTIONS J SCALE: 3/4"=1'-0" lx4 BTM. CHORD BRACING 6'-0" O/C J --END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" On MAXSECURED W/ (2)1 Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. ^ BTM. CHORD BRACING G 1 V SCALE: 3/4"=V-0" 7 BLOCK WALL W/ GABLE END PRE-ENGD 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 (Fi 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, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J 1 (sAQ� 2 0-3 sv8aty &M. ABBOTT PARK LOT #23 BLK, #8 PROJECT# 04181.000-23081 MODRIA 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH E . C DAtam Tr. 10/15/20 SICALE: 1/4"=1'-0" SHEET S3.1A klil 2x4 BLOCKING BETWEEN TRUSSES (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 5TRUSSES) V-0" TO 30'-0" (1) "X"BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SU&E FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2X WOOD FASCIAf- PER SEENECTION SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3)16d OOD GALV. COMMON NAILS. 4" O/C, 1x2 SECURED W/ 10d DRAWINGSGALV. COMMON NAILS CONT. 2x4 RAT RUN12" OIC L SECURED WI (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4"=V-0" VTCR SPACING (1) AT EA AND 6'-0" O. PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES -: AT FIRST TWO BAYS 4'-0" O.C. (AT O PRESS(TY WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 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 BOLT Wl 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED, AT 32" OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC_POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-0078 FAX: 407-774.4078 www.abdosigngroup.com AA#:0003325 _. J r � W j 7 kok 6 b OunDiv. dg I.OT: ABBOTT PARK LOT #23 BLK. #8 PROJECT# 04181.000-23081 HODEU 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C F-PRINTDA 10/15/20 OCALM: 1/4"=1'-0" 8IiEET S3.1B q A GABLE - END ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE710 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A 4'4Y END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C' RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DAPHtAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 12" COX 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 8d GUN NAILS @ 4' O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.129' 170.000 LNG6-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM Fl664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd 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 . . . . . . . . . . . WE w J Z LU za 0 LU Z = U U) 0v Z K m J J Q Z Z LU O 2� U4Ull W CC GJ U)�� 0) U) � O Z W P Z v D. TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING BUILDING LENGTH ROOF SHEATHING LAYOUT RD WBRAFMGNG 8d RING SHANK GUN NAILS 6" O.C. IN FIELD ` 8d RING SHANK GUN NAILS G 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.6wjN FIELD J\ GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017. 881 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLA13-ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SKILL BE 3W. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Mr. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS. SILLS,ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF PROVIDE 6-M6• CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMNWE UNDER ALL SLABS ON -GROUND WHERE INDICATED ON ELASTICITY :ILLS, PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. BEAMS LAPPED 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 FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 61h EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVICE ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING DE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. SYP WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED 1-0' OC, EACH WAY. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RESAR 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 DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 K BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. 20 psf TOP CHORD -non-mnwrrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 Psf BTM CHORD -narl-mnm t #6 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 15 psf TOP CHORD 20 DO TOP CHORD UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIIWTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1982. (7 psf w/ ASPHALT SHINGLES) (10 Pat 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 PIT BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IOpef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PSI WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST WIND: DEAD LOAD MPH 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 (NICE FSCSPER2017) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: iW UNINHABITABLE ATTIC WITH LIMITED BIT BLE ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT IT STORAGE: 20ps}, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50paf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30PS1, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40PSf 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, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE 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 THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 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.. SSHOP 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 STRUCTURAL DRAWINGS (CON -TRACT PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT IN ALL INSTANCES, ASTM C476, 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 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 psf. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SWILL 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 MX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F d-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUrrFS. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE O i F REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: 0 A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): j 3 B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER m 1-1/2' FOR 05AND SMALLER Y FOR MI AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 1 - TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 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. 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 ksl, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SITE TYPE SPACING REMARKS APPELLATION 512E TYPE SPADING REMARKS 14 PT FURRNG TO MASONRY/CONC. CASE HARDENED COL NAIL/IIl LONG a•CIC O OE DOOR RCN TO MASOWi»GONG 1/A•Dw. NO WASHER TAPCON MASOWtT FASTENER 4•Q'C 11?EMBED., A'ENp DUST., I-EDGE05T, SGD AL, EXi. DOORS 4E—DE1HD COa "I WINOOWIOpIXU FASTENED GARAGE DOOR &ICK i/Y Dw. Wl za•ac r EMSED,rEND GIST., x ,SEE NOTES NAILI IIYLONG. STAGGERED INTO MASONRYICOAC. TO MASONRY/DONE. WASXEA E%PA._BOLT J'EDGE DUST. WINDO,N aucK CASE HARDENED COB g oro WMDpWlmalr FASTENED METALaTRAPTo CONTACT THIS ENGINEER FOR SPACING ix PT, SEE NOTES NAIL/IIY LONG. STAGGERED INTO_ONRYIC_ MASONRYICONC. REQUIREMENTS EXT.9WWG DOOR BUCK ILA PT.SEENOTEB P)M189w. NO WASHER 'TAPCOM F TAER 1COIC 11R• EMBED, SEND. ., I -EDGE DUST. NON�BEAPoNG WOOD WALL TO DONC.SVS E%PANSION PEMBED. LEND BOLT ]A•O'C DUST., 3• EDGE DLST. A PT WIIADWBUCK 0.1]8'PAF n 21Ia• B'O'C VEND. DUST., 11? PT TO STEEL COL..9EE NOSE .—ER STAGGERED EDGE DIET. Kym 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE 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 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. lx MEMBERS ARE NAILED AND 2%MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774.4078 www.abdesigngroup.com AA S: 0003325 Yy [: � � O g�LLLLWWp7{77 sVHDIV. an LOT ABBOTT PARK LOT #23 BLK. #8 PROJECT# 04181.000-23081 MODEU 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH ER. C fll