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HomeMy WebLinkAbout7657 Sail Clover Ln99 1828-4EBB--CAL1991 T ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE_( T H O M E S CITY OF ZEPHYRHILI�_ PLAN EXAMINER 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -pLOF1DA BUWIN CODL RMMg�I, ASV. ABOVE LAV. LAVATORY DATE DESCRIPTION ��v 7m (2m) -AM Lock AM STAM COM A/C A°7 AIR CONDITIONING ADJUSTABLE LuM. MC, LUMINOUS MEDICINE CABINET VIZ" CDg IB� ARCHITECTURAL SHEET DESCRIPTION mYB/IS 2mn FEic IPDA7E DR HORTON HOMES TELECOM DRIVE -OCCUPANCY - RESIDENTIM, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B AMP. BD. CL GAB. CLG. AMPERAGE BOARD CENTER LINE CABINET CEILING MIN. M.T MTD MT L N.T.S. MINIMUM METAL THRESHOLD MOUNTED12602 METAL NOT TO SCALE PG Cl—COVER SHEET PG GN—GENERAL NOTES mb16A5 COSRE-ISSUED 02/21AS SIDM ELEVATIONS ADDED m3/K/IB CD5 RE -ISSUED TAMPA FL 33637 TEL: 813 740-9720 (813) 740-9715 -BASIC HIND SPEED - VBlt=160 MPH u =1 PH :WOOS URE IDENCE - C I-SFAX: -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CLR. CONC. CPT. O.T DBL CLEAR CONCRETE CARPET CERDRYEAMIC E DOUBLE O.C. PL P.B. PHT PLYWD. ON CENTER PROPERTY LINE PUSHBUTTON PUCNE PLYWOOD PG Al —FLOOR PLAN PG A2D—ELEVATIONS "D" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN man9nB FODTMGREVISION PER M.BOlEB m41M COSRE-WED 02A%ft ADDEDWRBLE88FOOTERATGARAGE DETAIL (FORT MYERS) STATE CODES D.C. DIA. DUAL GLAZAND DIAMETER ED PR P T. PAIR TREATED PR m2R2/IB FLAN MANTENANCE PG Ml —MECHANICAL PLAN DIM, DISP, DP. D S, DTL DIMENSION DISPOSA[. DEEP DOWNSPOUT DETAIL R. RAD, R.AG. REF R.O. RISER RADIUS RETURN AIR GRILL ROOM RODGHOPEEXT PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL 03400" REVISED LINTEL SIZE AT FRONT ENTRY DOOR STATE OF FLORIDA ' SQ'FT• O s 60 ADDED ADDITIONAL RECEPTACLE M GARAGE PER LOLL BATSON O'ELBJ m4R4A5 REVISED HVAC vOLUMEB ON SOFT CALL SCHEDULE (MELBJ LIVRYa I,828 SGL FT. m6/12/g ADDED EXTERIOR MONO DEEP FOOTER' DETAIL 12/SI.IA (ORL) PROFESSIONAL ARCHITECT - D.W. DISHWASHER S.C. SO EXI'DR S.D. SMOKE PG WAl —WALL ASSEMBLY DETAILS m6/lVIS ADDED LED LIGHTS • KITCVEN t DATH PER MARC Ei0UE8 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 GARAGE 4916 Sa FT. ENTRY W SGE FT. LANAI as E(T• FT. TOTAL 2,362 Sa FT. EA. ELEV. EX EXIT FEXT.G FG/FX. F.G. FIN FUR. FLUOR. FR.DR. FTG GA, GAR. DISP. G.F.I. GL. EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCHDOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND-FAULr CIRCUIT INTERRUPTER GLASS S.H. SET SHTHG. SHWA. SIM. SL SI-GL STD. STD. TEMP. THK. T.O.C. TO.P TO. TYP. DETECTOR K DET SMGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDTNGGLAS9 STANDARD SHEAR WAIL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS mVISA9 ADDED 5T0?E OPI10N ELEVATION C D (tAhPA) �1" ELEVATION 'G' SIDMG-ADDED LOUVER 0 GABLE ROOF 1OR5/p ADDED OPT. W-m' CEILING 1 E*1476 OV0120 REF LACE USP COPMCTORS UATH SIMPSON CM ECTORS 04040 REVISE EMCAVENT RADON FLAN DI ENSIGNS 04AMO OPT. S'-m' CLG. NOT: ADDED LED LIGHT IN FOYER m4Arv2m OPT. B'•m' CLG. H'sf. ELEVATION 'ii'- REVISEDHEYaFIT OF ARG#UAY 05/0"0 ADDED ELEVATIOSS V, n' (ORL) STRUCTURAL SHEET DESCRIPTION 01/64m ADDED ELEVATIONS M'-11H'-ITS' (ORL) PG Sl —FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG PG S1.2A—DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED N.B. HOSE BIB OTHERWISE BIDS CORD WP. W PROOF HOT. OR BIT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD TNT. INTERIOR wow. WINDOW w I. WR WROUGHT IRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. mY0V21 2m2m FHc uPDaTE 03AM1 ADDED SOFFIT DETAILS 0446/21 ADDED ELEVATIONS TP 4 'O' (ORL) ADDED STONE OPTION ELEVATION G' (MELEi01RE) 05/dWI ADDED ELEVATIONS'P' 4 'dr (OR.) IF ANY ASPECT OF THE CONSTRUCTION AS ( DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S2.2A—SAFE LOAD TABLES 05AWI ADDED DEN OPT. (TAMPA i FT MYERS) m&IDAI ADDED 20'FOOTER OFTICN(TAMPA) ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3—FRAMING PLAN PG S3,IA—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1B—DETAILS CLARIFICATION. PG SNl—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDl—SOFFIT DETAILS RFI's [N WRITTEN/DRAWN FORMS IN A THINLY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. U N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abro u dwIgngp.rorn AA N:0003325 Ta )c p mill DRmT w 9/21/21 sco. E:1/4"=1'-0" armz 'P C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) 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 FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 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 UNTI L PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-M INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 WA SHEET STEEL 1" MIN, RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y. -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN MANCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. 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- O" 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 TERMTTICIDES, 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 COM PANY MPANY THAT CONTAINS THE FOLLOWING STATEMENT: C "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: 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 & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLY WITH CHAPTER& WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOORSHEATHING FASTENER SCHEDULE ONSHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUMAREA SHALL BE 8 FT . S . Q PLIaSHMIG 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 1`1960 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 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 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 FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2. 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FMBBNES 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@" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C 1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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-C1063.19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILMiS 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) . CONSMICT10N OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFTS 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) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, CONTROL DATE: 09/08/21 (CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA #: 0003325 C xg a aUDDIV. aLOT ABBOTT PARK LOT #43 BLK. # 7 PROJECTIF 04181.000-43071 MODEL: 4EBB "1828-CALI" OAItAoa awINC: RIGHT PACE: GENERAL NOTES 160 MPH EXP. Qj EP PRINT DATE: 9/21,121 aCA=: 1/4"=1'-0" aiIEET GN DDEG ME 11 o al E - _ O a _ rl � � �_ . al 4 = a CiiYl � _I WE iY is v L I =, • o _ _ ME n - m As _ m _ PER BLDG. MI _ ®1 _ GARAGE °FOYER_ o��r�';Illn SINN 1� � U _ • On n': o oIYYYYYIo olIY�now o ltu o FLOOR PLAN SCALE: 1/4' - I'-0' -*9 r IYYYYYYYYYYYI iiOKi/�IdV9Z SQ.FT. CALC. S LIMN IA26 Sa FT. GARAGE 430 Sa FT. ENTRY I& Sla FT. LANAI 88 Sa FT. TOTAL 2,362 SQ. FT. C011 dBR AO CLADDIq 1ND LOADS IIIAMC MD ®volulE F-0I111 �1D Guest OPBNGA ✓f01NE am 80IPNMeD lNNto A9A►nR AND TYPE FOOTAGE MIN. WINDOW Im 5 34/-45 CRITERIA EXTERIOR SWUNG 18 5 33/-43 DR. MIN. CRITERIA BCD. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 282/-315 12'xl2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.16 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COIIIIIOL DAY D OVDV21 TOP PLATE 0 m BAR DETAIL A SCALE: V2'"I'-0' HDR. DTL. B SCALE: U2 • 1'-0' NOTE: HEADER FINISH TO BE PER COMMLNITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdesWngro up.00m L AA #: 0003325 A w o 6 -3 DA9/21/21 SCALE: 1/4"=1'-0" SHEET Al - - _ - imnmm� -nor. _•��nmmmmnmmmmmn.� �� : _ - „AIIII■ - DECORATU ��� ��1��1 it III ��I SHUTTERS - IIII �IIII ��� ��� I��� _ I1II::::I1II i_i FRONT ELEVATION SCALE= 1/4 . 1'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS E'ER F5CR R103A OFF RIDGE VENT 0'-O' FIN. OFF RIME VENT REAOFATIIC 2M SQ, Fr. NFE FWEVENIRATiON AROI RFEiII RED = I/3m RE0I11Rm VENTIIAMON AREA 236R/300 = 7.aa VENTILATION AREA R SQ IN DIES PER FT. I1441 = IM72 SQ IN. MIN. REGUREDVENERATION = SR IM72 IN UWERPORTION OF ATOC - %736 SEX IN. OFF RIDGE VENERATION AREA = US SQ IN. PERVENT %7.36/M u#OFVENTSREDURED = 49M AIi OF VENTS PROwOEO = 5 'AREAOF ATTIC 11711E IMIWrIROF THE HDURi.OSS THECVERHANG IXIERIOROFWALLTOERTERIOROFW NOOVERHANGSINCWDED _,s8'-0' BRG. HGT. Em OFF RIDGE VENT REAR ELEVATION SCALE: V4 " 1'-0• TEXTURED FINISH W-0' BR'.. HGT IF-1 ,l8'-0' BRG. HGT. 10• �o 0'-0' FIN. FLR. = FIN. FLR. _ - - - - - -----------_----_--�_---_--------�- --Y LEFT ELEVATION SCALE, 1/4 • F-0• TEXTURED FINISH OFF RIDGE VENT 8'-0' BRG. HGT,s, OFF RIDGE VENT m �o 0'-0' FIN. FLR.0 _____---_--.__-_-_-_-_-_ -------------------_-- RIGHT ELEVATION SCALE. 114 " I'-0 TEXTURED FINISH -O' BRG. HGT. ,o O'-O '-0' FIN. FLR 2' I I I. I I7 ® I '� JI ' DECO. DTL. A SCALE: 1/2 • I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdealgagroup.eom AA 0: 0003325 OFF RIDGE VENT REAR ELEVATION SCALE: V4 " 1'-0• TEXTURED FINISH W-0' BR'.. HGT IF-1 ,l8'-0' BRG. HGT. 10• �o 0'-0' FIN. FLR. = FIN. FLR. _ - - - - - -----------_----_--�_---_--------�- --Y LEFT ELEVATION SCALE, 1/4 • F-0• TEXTURED FINISH OFF RIDGE VENT 8'-0' BRG. HGT,s, OFF RIDGE VENT m �o 0'-0' FIN. FLR.0 _____---_--.__-_-_-_-_-_ -------------------_-- RIGHT ELEVATION SCALE. 114 " I'-0 TEXTURED FINISH -O' BRG. HGT. ,o O'-O '-0' FIN. FLR 2' I I I. I I7 ® I '� JI ' DECO. DTL. A SCALE: 1/2 • I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdealgagroup.eom AA 0: 0003325 i - 2 It sumiv. aR LAT: ABBOTT PARK LOT #43 BLK. #7 PROJECT* 04 .000-43071 MODMU 4EBB "1828—CALI" GARAGE swlxo: RIGHT PAGE: ELEVATIONS I, D„ %160 MPH EXP. C P2 AA NO DATM 9/21/21 8CA=: 1/4"=1'-0" sllz= A2 D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e IMV OUTLET NN AMP SINGLE POLE �./ IIOV CUTLET IIDV OUTLET VU op Blow ft TSWTC44 TO OII api IWV OUTLET fOfEPED MGRYD PA16 ER (TAMPER IsasrANr TYPE) "M*TA 220V OUTLET (4) USES CONNECTION ESP ENT. WATRENSDOP GROUND FAULT Oil OUTLET MTERIEPIER SWTC 4 SNITCH !-WAY OPER W4 SNTCH 4-WAY OPER WALL MOINIED LIGHT CELNG L— © LED CLO LIGHT LED VAPOR ©Vp PROGF LIGHT @ Vp VAPOR MSOOP LIGHT Q@ mocau SED CAN eVENT. PAN I CFM PER $a PT. U' IVLI011T FAN I OR7 PER G.R. rbcnm wL- R T 2-ELE SNl4P ® (RCCESGED) AR7 SD FLUO450' IT 2-EU,E URAP e (OLOPACEE MTJ AROUND 2' RSOI6SCEW 4' KAWPOSGWT 4' ?RACK LIGHT PANEL MISTER O SD. SMOKE IXTEGTCS Ran.EAac4r EIC.tl� UAL MOUTED Ran. R GUZ SD. w4ma DETECTOR EL� CARBON MCIV.1525IiS�YI� BUIE orrWOR NTebCNNNECTOP ® g/� Comw SMALL ME A DISTANCE OF HOT LESS THEIR A• PENDANT LIGHT NATURAL GA/ Omni ► TELEPHONE! JACK WATER /EATER DISCxTa&cr AIR CCDTIGNRNG DNCm►aCr SEE ANI ON I•�N TELEVISION JACK GELMG SOX RECURS OTO J EE SUPPORTED N J- HAM AD SUACCORDANCE G 1 FOR Ltd eM REM CHLING FANILIONT TO a WPPORTED N ACCORDANCE W ISM MANNED AS SUCH FOR INSPECTION pnaa 24' INCANDESCENT LIGHT STRIP pnnnnn 76•IN0/4pSCWf LIGHT STRIP OnnooeDo AV INCANDESCENT LIGHT STRIP FLOOD LIGHT EEaRITY aCPT. IQTTAD L1-I I-� PA P'URH-EURCN POROR'ES we PORT • LOCATION OF TV JACKS 4 RIQC CUTLETS N PAINS TO EE VERIFIED • HOMEOWNER PRE-GO&TRUCTION MEETING. • ALL & N 20 AMP BRANCH CIRCUITS TO EE ARC FAULT PISOTEGTlD PER ELECTRICAL PROV&IO& OF Ellm liH EDITION A9VIm) 4 2W12 ]TIT EDITION MG • 210 AMP DEDICATED LAUNDRY CIRCUIT. . 019 . ISLAND [NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONECT TO BE LOCKOUT N PANEL • SATIE001' 1 DN GNAUST PAN TO HAVE M. CAPACITY OF 80 a" INTEIITITTEW PER ELECTRICAL PROVISION& OF SECTION MBml3 PBCS TTH lDITION 129"1 • LAIl•DRY ROOT AID DRHLLaMER RECEPTACLE SHALL BE GROUND PAU.T CIRCUIT-NTERRPTER PROTECTION POR PERSONNEL ON PEEDEIM • WRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OP FEICJE TTH NO 12=01 • ALL K O K TO COMPLY WITH ELECTWCAL PROVISIONS OFTHE 4F�JSTHIlD [2mtmA EPPICIONT TYPE WFlGENGY) 2m2m_ lIp 0DIflON tAm1) CEILING MTD. LIGHT ------------- LANA =pRE-WIRED 1•IVING ROOM TO BE INSTALLED, � GLG FAN PROVIDE PRE -WIRED i-BOX FOR \`J I \\ GFI . CLG FAN(' OPT. FAN I J �n DINING ROOM I� ' I 5'-6' I I _ 1 SWITCH IN CADMET r---- FOR DW ------ ----------- // I GFI GFI I I L ---- L I iEdl BDRM.#1 PRE -WIRED GLG PAN I I I 1 `(I I81NC I r l \ RANGE I ' -- GFI O GFI 1 I HOOD WIRE W/ 1 III — \ \ \ C`• ,i / -.— — — 11' \ OUTLET FOR I III I -- FUTURE MICRO/�6Z1 I pTDv #�•PGLG FAN R AI I I I I PRE -WIRED \ I 10 I I i'-6' I'-6• GLG FAN , I gQ. I GPI • I ,T I — — V I FOR 44•AFF. GARAGE R �`�_£� i m L i LED LIGHTING ' WALL MOUNTED I = I @ SINGLE LAV. ° L II / \ BOLLARD I I LIGHT W/SWITCH M 'G'S REQ. ATTIC PER ODE BATH F2 LED LIGHTING @ DOUBLE LAV. DT �^y'^7( ,I� GLG. BATH -1 y�xTw~N RCS C�N - SUM 2IT O'RC ONDUIUT 3 j KEYLESS OUTLET J METER (CONDUIT TO THRI•nN4TE aJ ABOVE GOPPIT • So4AN BDRM. j \kk/ FIXTURE FIELD / \ V FOYER IL OCCIFY 150 AMP ELECTRICAL RISER IL �.• ,� / / NOT TO SCALE. CarATIERVICE Im AMP \ \ IRRIGATION ONON S O DIGC92*=T SNTCH AND nm:4m VOLT OUTLET • AELECT MATERIALS AND INSTALLATIONS, SHALL NOTMM NISMA BE ENCLOSURE! PA iL TsNTRY GAB.AGE 48• AFF. I lDCirnaY[]mw E LOCAL L LOCAL IDYR'R P �WF D / COMPANY REwl iptEnF14TG. I6+a[2P / I lk ALL N�OT NN SHALL ISE TYPE TN/ HEN UNLESS OTED ot — — — — — — — — — — — — — — — — — — — \\\ ---------- — OPT. COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' . P-0' TILEPNOE mw= CANN.E TELEVISION ENTRANCE SERVICE WTRYICE Ea1SI'Mff limpmaT NTEMTSTEM BONONG TERI AT LOW VOLTAGE COMEGTICNS PROVIDE M AMP, W440 VOLT. I PHASE SECONDARV- 114 OU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PWDVCN S q COPPER [CI) N C40MCM75 ENCASED POOTER STEEL PER 1412" OIA SCHEDULE sm PVC CGIOUIT OR PROVIDE I ELECTRICAL PROVISIONS, OP THE FBCR NTH Oro ALUMNIM (AL) IN2'' DRA SCHEDULE Sm PVC EDTbN [2mm1 CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC r...AX S PT LONG COPPER CLAD GROUND ROD COMPAWr PRDR TO BID. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmigngroup.com AA 5:0003325 m O F 4 C II to W f 0 ounDIv & LOT: ABBOTT PARK LOT #431 BLK. #7 PPtOJZCTM 04181.000-43071 MOD3L: 4EBB "1828-CALI" GARAOZ 8WING: RIGHT PAGE:: ELECTRICAL PLAN 160 MPH EXP C TO PLUMBING PLAN &GALE. 1/4 • 1'-0' 2' VTR2• VTR KITCHEN /j Imo• sINK UY AUTO VENT I I/2`� 12• 41 r 2' / •.� it I In II V2y�Fe 1/2• / I X1R• I �2•�-i V2• 2• � WG r I 3' I LAY TUB LAY 11/2'� I 2 WC 3 3' I I 3 3 II/2�I _ - 2• PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd esigngrou p.00m AA #: 0003325 q X ct m 41 S .s. O Bummiv a LOT: ABBOTT PARK LOT #43 BLK. #7 PROJECT# 04181.000-43071 MOMM. 4EBB "1828-CALI" GARAGE 8WDIG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C A A. ae NO 9 Dw 9/21/21 SCALE: 1/4"=1'-O" 8HEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 614ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAIS s MASTIC. AND INSTALLED AS PER FBC lTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOVERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) 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 ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF 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/ DRAINS ATTIC O 0 EXTERIOR WALL AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES 1 AIR HANDLER EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY 1 PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE .'VIN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. GORE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K WO INSIDE SERIES NICKEL OSAM BRASS 6TOP CAULK P.V C OPT[/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE• RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THFW AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) sSXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8". CON' FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED OFLOOR SLAB CLEAN -OUT (TYP.) NEXT. GROUND CLEAN -OUT (TYPN) MECHANICAL PLAN Or -ALE, 1/ • I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. ■ 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.00m AA #: 0003325 J o iUDDIV. a LOT ABBOTT PARK LOT #43 BLK. #7 PROJECT( 418 .000-43071 MODXL• 4EBB "1828—CALI" GARAGE ar/INO: RIGHT PACE: MECHANICAL PLAN 160 MPH EXR. C of g122 WNO 93723 Dwn' 9/21/21 OCALE: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE PER R PLAN PRE-FAB TRUSS 1/2' CLG BOARD 1/2' DRYWALL —��. T`) SECURE BT. STUN PLATE TO SLAB W/ 10d MASONRY O.G. NAIL • 32' OIC. MAX I "r BLAB FIN. FLR TION$ SUPPORTING HUNG PLUMBING ;ZES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' Or- OR, NOT THAN 2x6, WHEN ED NOT MORE 24' O.G. 1 TYP. INT. WALL NON-BRG. D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 105.1.1. ROOF SHEATHING THICKNESS AS PER SHEET ON]. SECURED PER FASTENER SCHEDULE PRE -ENG TRUSS JJ MTL. DRIP EDGE J/ 2x FASCIA PER I�-0' ELEVATIONS TYP. OH. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND' CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ a• n 'a • 4: 5/8, GYPSUM BI OR IR' HKaH STRENGTH 0A. BOARD 3 5/0, Olt 5 1/2' DRYWALL 3/8' TOP CHANNEL(25 GA.) IR' DRYWALL 3 5/8. OR 5 3/8' METAL STUDS 24' O.C. 20 GA METAL TO BE METALLED IN WALLS RECEIVING UPPER/ LOWER 3 5ro' OR 5 CABINE76 AND TUDAM40 ER 25 3/8' DOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS, STUDS GAJ SECURED fv TO BE SPACED 16' OG. AT 2ND TO CONC FLOOR WALL6 ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM WALLS W/ TILE FINISH PAP t TO ENERGY CODE FORMS ATION R-VALUES IRENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' OG. W CMII 1/2' GYP. WL. BD: WOOD BASE — n W/ WINDOW OPENING ti WOOD FLooR W 1/4' WOOD SCREW —FINISH FLOOR 1-STORY TYP. INT. WALL 1A METAL STUDS NON-BRG. D 1 SCALE, 3/4'.1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 909.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SN. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THK.IC, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FILM ° • ROOF SHEATHING THICKNESS IS a' ENGINEERED PER ASCE 1-16 IN «' ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.1.3 AND 16055.1. B TYP. WALL SECTION NO OPENING NOTE: 4 METHOD TO BE USED FOR THE 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.r•o' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. 2B GAS LINE THRU BLOCK M 4D_4T4�� I �---------------- i�iTiTi�i?�i�iTiTi!iFi�i4i �i RHO. NRTIGAL iRACJC `OvWa•AD DOOR OY H". DY onm* PAOTMAD TO W-01 TRA=OMAOORH ROOf7 lw PRO= ATRT/AL RHO. 3 GARAGE DOOR JAMBS p1 SCALE: 11/2'•1'-0' PIBEWGLASS 2x4 SPF 24. OZ. MAX WITH UNDERLAYMEN E8 FIBERGLASS SHINGLES WITH LINDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 10511. AS PER FBCR 10S.IJ. • EA. END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SHEET SNI. SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRKsHTB MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX PRE-ENG WD. TRUSS AX. 2x FASCIA PER ELEVATIONS 0. ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RJN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS / WALL SHEATHING SWEET ON]. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SWEET SNI. SECURE PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNL PRE-ENG. GABLE TRUSS WEEP SCREED REHIGH STNGTH CLG. BOARD PRE-ENGGA BLE ABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4J INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL Ix2 P.T. FURRING e: STRIPS o 24' O.C. V2' THICK, 2 COAT 1/2' GYP. Ilk. BD. PORTLAND CEMENT 8' Cm PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY 0'-C' FIN. FLR _ _ 0'-C' FIN. FLR •. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-11b IN ° ACCORDANCE WITH FBCR 2020 4 NTH EDITION, SECTION R301.1.3 AND 16095.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4865 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-774-4078 w .abdeslgngroupxom AA 8: 0003325 4 Il a BUDDIV. 89 LOT: ABBOTT PARK LOT #43 BLK. #7 PROJECT# 04181.000-43071 MODEL: 4EBB "1828-CALI" GARAOE BVIINO: RIGHT PAGE: DETAILS IR.160 MPH E . C DRnrr APS. 9/21/21 SCALE: 1/4"=1'-0" sitEET D1 TOP, 2X6 P.T. 4 CENTER OF DOOR HEADER SECURED BV (V N' X D' J-DOLT W/4' MN BMW .NI W/ 2- X 2• X V6' WASHER 4 NUT OR UV (2) M1 4' X S' ANCHOR DOLTS IW 4' N. EMBEDMENT W/ 2' X 21 X VS' WASHER 4 N1T� ® V4'�TAPCON6 1 VJ' EMBED, S• O.C, 4' END DIET, 1 V2' EDGE DIRT. GARAGE DOOSECUR tUf ED R DUCK uv (e) 1/2• x D• J-DOLT OR ANGDR DOLTS, W/ 4' MN. EMBEDMENT, W/ 2' X 2' X VS• WASHER 4 NUT. (1) WITHIN 8' OF TOP• (U WITHIN S• OF THE BTM, ® (S) EVEN.Y SPACED. 1mf NOTES. ALL ANCHORS SHALL ISE N ACCORDANCE TO MANUFACTURERS P46TALLATION INSTRUCTIONS WHERE SUCH N5TRIJCTICR4 ARE MORE STRINGENT GARAGE DOOR t BUCK ATTACHMENT 44:4LB. -.- 6• Ism I4'DRTWALL Wt4 P.T. OR 5/4'X4' MM. SECURE THRU FRAME 4 i'X4' EXTEND 1.1/4' INTO P.T. NAILER BLOCK BY 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE 3, MN HEAD SIZE 301 MN EMBEDMENT 1-V41 WITHIN S' OF EACH END DOOR JAMS OR WINDOW 1 16. OZ. MAX SPACM ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SNM AD NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3/4" OR +5/4" r A TO BLACK +3/4" OR +5/4" 2X4. SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45, I'MN NEAP SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 IS' O.C. MAX SPACING. 2X6: SECURE TO BLOCK UV(2) 3A6' TAPCON6 MN SHANK 6121E .MD MN HEAD SIZE 300 MN EMBEDMENT 1 1141) 6. cm WITHIN 0' OF EACH END 4 B' OC. MAX SPACING. W' DRYWALL 2XM ® I'X4• OCK SECURE TOJLJ P.T. NAILER WK2) 3A6' CONS I DOOR CASING rMIN. SHANE .MDMN HEAD 300 MN EMBEDMENT 1 V4') WITHIN 6. OF EACH END 1 B' D.C. MAX SPACING. DOOR JAPS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" /:1LfI IDOO TO BLACK +1 1/2" 2X4, BE BECJRE TO BLOCK W/ 3/16' TAPCOND MIN SHANK SIZE .MS MN HEAD 612E 300 MN EMBEDMENT 1 V41) WITHIN S' OF EACH END 4 W Or— MAX SPACING, 2X6, SECURE TO BLOCK W/(2) 3/16' TAIRO" MN SWANK SIZE .MS MN HEAD 61ZE 300 MN EMBEDMENT 1 1,149 WITHIN 6' OF EACH END 8' C'u 4 10' OC. MAX SPACING. 112 DRYWALL 2XM ® ❑ VX I - SECURE i0 BLOCK UV(2) 3/16' TAI�CONS P.T. NAILER MN SHANK 012E J46 1/16' DAB. X 4' MN MN HEAD SIZE 3" MN EMBEDMENT 1 1/49 DOOR CASING UT14N S' OF EACH E4D 4 18' OC. MAX SPACINW, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/41) DOOR JAMB TO BLOCK +1 15/16" ^1PINDON TO BLOCK +1 15/18" 2X4, US SECURE TO BLOCK W/ 3/16' TAPCONB (MIN. SWANK SIZE .145 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 0. OF EACH END 4 W OC. MAX SPACING. NOTE, STRUCTURAL 2X MWBT BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TW RDUGH NON-STRUCTURAL WIC2) 3/16• TAPQ" 3/16' TAPCON MN 1-114' (MN. SHANK SIZE J4S EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN S' OF EACH END D' CM 4 0' OC. MAX SPACING. 1/2' DRYWALL 2XM ® ❑ SECURE TO BLOCK I'X4' WK2) 3A6' TAPCON6 P.T. NAILER (MN SWANK SIZE J45 DOOR CASING MIN. HEAD 612E 300 MN EMBEDMENT 1 V4') WITHIN S' OF EACH CND 4 W OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFAGTUE6 DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +2 1/4" @1L1NR 0 BLACK +2 1/4" u 2X4, SECURE TO BLOCK IWbl*' TAPCONS (MIN. SWANK SIZE .MD MIN. HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END / Is, or MAX SPACING. 2XM CEO SECURE TO BLOCK We" SAW TAPCONS (MIN SHANK SIZE J45 MN HEAD SIZE 306 MIN. EMBEDMENT 1 V4•) WITHIN S' OF EACH END S' CMu 4 16' OZ. MAX SPACING. V2' DRYWALL 2XM cm ❑ I'M' SECURE TO BLOCK WK2) 3/16' TAPCCN6 P.T. NAILER (MN SWANK SIZE J4D DOOR CA. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 VW) WITHIN S• EN OP EACH D 4 K' OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEO 1/4') DOOR JAMB TO BLACK +3" /alalxnn>< aa_ B1ar.Y +s" 2X4. SECURE TO BLOCK W/ 3/16' TAPCONS (MN. SHANK SIZE J46 MN HEAD SIZE JIM MN EMBEDMENT 1 1/4') WITHIN S• OF EACH END 4 E' O.C. MAX SPACING, NOTE, STRUCTURAL 2X MUST BE 2x6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TWIt"M NON'STRUCTURAL UV(2) 3/16' TAPCONS 3A6' TAPCON MN 1-1,14' MN SHANK SIZE .MS EMWDMEIT INTO ]BLOCK. MN HEAD SIZE JIM MN EMBEDMENT I V49 S' cm WITHIN S' GT EACH END 4 10' O.C. MAX SPACMG. 1/2' DRYWALL 2XM ® 17(4' SECURE i0 BLOCK P.T. NAILER UW(2) 3AW TAPCONS DOOR CABINS MN SHANK 61M.10 MN. HEAD SIZE .300 MN EMBEDMENT I V4') UNTHM S' OF EACH END 4 B' O.C. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED IA/•) 740 tx SECURETO STRUCTURAL MEMBER UJK21Gd WITHIN S' Or EACH CND 4 6' TO S• O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTU lb DETAILS. DOOR JAMB TO BLOCK +3" %IEINDp]LT1L91A(,Y a.o" 2X4, ISCI SECURE TO BLOCK W/ 114' TAPGONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 S' OC. MAX SPACING. 2)(61 SECURE TO BLOCK W/(2)1/4' TAPCON6 (MN SHANK SIZE J45 MN HEAD SIZE JIM MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 IS' OZ. MAX SPACING. 2XM Im SECURE TO BLOCK WK2)1/4' TAPCONIS (MN SHANK SIZE Mr, MN HEAD SIN 3" MIN. EMBEDMENT I V4') UMT14N 6' OF EACH END 4 IS, O.C. MAX SPACM . S'clu ❑ 1/2' DRYWALL I A`I P.T. NAILER 1A6' 0& . X 4' MN i- DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" WI DOW TO BLACK +3 7/16" 2X4: SECURE TO BLOCK W/ V4• TAPCONS MN 614AW DIRE J46 MN HEAD SIZE 300 MN VIDEDMENT I VW) WITHIN 4' OF EACH END 4 B' OZ. MAX SPACING. 2X6, = SECURE TO BLOCK WK2) LIW TAPCONS MN SWANK SIZE J45 MN HEAD SIZE -%W MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 B' OC. MAX SPACING. 2XM COO SECURE TO BLOCK W/(2) I/4' TAPCONS (MN SHANK 611 J45 MN HEAD SIZE 300 MN EMBEDMENT 11,141) WITHIN S' OF EACH ETD 4 IS' O.C. MAX SPACING NOTE, STRUCTURAL 2X MIST BE ON OUTSIDE 4 SECURED TW ROU 4 NON-STRUCTURAL DAB' TAPCON MN 1-V4' EMBEDMENT INTO BLOCK u1 6• cru 1/2' DRYWALL I X4' P.T. NAILER i' P.T. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 3/4" ENDOW TO BLACK +3 3/4" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngmupmm AA #: 0003325 Y rr S5 O a i aq lit 9 8UDDIV. Sag I,OT: ABBOTT PARK LOT #43 BLK. #7 pnoj QT/N 04 81.000-43071 MODZI- 4EBB "1828-CALI" GAItAOR 9WWG: RIGHT PALM: DETAILS %160 MPH E . C 22 Nw_.:li-1-3-lt'a DA � 9/21/21 SCALL.E: 1/4"=1'-0" aiISST D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 13872.22 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1149S.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10532.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10S31.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/ZO23 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353A MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5679-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955A THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-S" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single Ike EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.2 ALSIDE'2T VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIORTO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 s • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.wm AA #: 0003325 6d 6N C � t C a MIMI. Dw 9/21/21 8CALM 1/4"=1'-O" 81vcw D3 P 9LWopt'•ED CONTROL JOIN FLANGE OF CONNTROL JOINTS Td BE MPIED TIED TO LATH • 9' Or— MAX (VERT.). NOTE, D0 NOT FASTEN OONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES UV V LEdi MAY BE USED TO TEMIP. SECURE CONTROL JOINT DURING INSTALLATION ---\ FASTENERS TO BE SPACED • T O.G. MAX VLRTICALLY� I j' THICK 3 COAT CEFRNT PLASTER MRS LAYER 4, FORTPEER BUILDING PAPER APPROVED METAL LATH FASTENED h' (VERTJ OG MAX AT SUPPORTS WPM LAYER 1, STUCCO WRAP WOOD 614RAT14NO LATH SHALL N 4 ...._ Be GONT L N" .' To e• e• To e• TFROUEG4 CONTICJL. \ re JOINTS D17T SHALL BE STOPPED AND TIED AT EACH SIDE PROVIDE 2X4 IDLOGI NC. IO PER ASTM CSS \ PLACED FLAT MAX. S' TO S' FROM CIONTROL JOINT U49N \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO DE NAILS OR\ STRUCTURAL STD STAPLES IN =lf-MIANCE Ill ASTM CIO" 2. MOM TIES TO BE (NO. IS) 010415' MAN / 3- BLOCKING SHOUN MAY M IN ADDITION/ \ TO MALL STUDS W92UIPIED PER RAN I I� O"M" TYPE CONTROL JOINT OL IRO NYYIb • PT. A ®FOLD O L--. PT. A L at,w . Pr. 5 /. C E . PT. C • OPOLD T OL PALD f4ealp • PT. A • FOLD 4r s ® L IRO IAIIeIO . PT, A P. OrAN . PM. c 4. FOLD Pr. c OVm Ft. S TILL 1R. c Touch ft Ill PLANIIS 410, F-AN2 •lO ~�2 YM1m TI6Hf ellAN- POLO, O4 Ua cvr. UPS LAYER 4. FORTMIBM BUILDND PAPER ARMR OKY) WRB LAYER 9, 51UC00 URAP/NawR a Y) LOP LAMS oP er111-00 a RMP OVm 14sLIN6 PI mgm STOP PRY! amcm WALL PLAM1tl FOU PLASWIM (RUES bQM NeTALL KK F;,YF.tl AT SOTTOM MR 1 aWLL II4RWctIDNE NOTE, APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF S' R VERTICAL LAPS (ROLL KNOW A S' • HORIZONTAL LAP& ALL SEAMS NCCD TO BE TAPED IlTH PORTIDER SbEATHINS TAPE / r nPL I.CP • KTAL l�ml \ LATI VERTICAL LAP TO BE I' n n—rn . FETAL LATH MUD LAYER at STUCCO WAfAP eeV P<RR LA WM LAYER 4, FOI"IBER '�,DUILDNG PAPER JI 2 "PAPER LAP met E, I IA'.I,-O• MN LATH LAP, 4. —IR A L LAP VERTICAL LATH & PAPER DETAIL NOTIEL WOOD SMAT $IDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO BUILD] FRAMING MN'10ER , PAPEF THEY SHALL BE TIED BETWEEN SUPPORTS MTH OD41S-N. (121-MM) STUCO WIRE AT INTERVALS NOT MOM THAN S' (229-MM A AS PER ASTM CIOS3- ® KICKOUT FOR IMPAIR OF YEARS IN um EARS 6,T DETAIL MAY BEPATCPATCFED UIMMAR WRAP TAR PER MAIN6P. SPEC. OR PEEL 4 STICK j- THICK 3 COAT CEMENT PLASTER FETAL LATH MISS LAYER 7, FORTRIDER BUILDING PAPER URD LAYER -11 SHEATHING INSTALL FASTENERS (CLIPS, STRAPS, STAPLES)AS REQUIRED TO SECURE I-fm MIN TO FRAMNS UM LAYER 4. PORTRBM BULDNS PAPER FETAL LATH •116' SELF-ADMRM F'@EiRA1.E PLAS14M OVER 47.4' SELF-ADMERNG MEI'BRAPE R-AS14M OVER APPROVED 4'K4' SELF-AD+*PtHO MEMBRANE PLASHM OVER APPROVED HOUSE Mll FLASHING TO EXTEPD ONTO PIPE W CONT. MAD OF SEALANT INSTALL APPROVED HOUBOU.RAP AIR INFILTRATION DA IRIER OVER SIEATFIING SECTION PER s 60r6rmy"Im, pw1FStl Exterior use of portland cement plaster shall comply with the epph a"on requeemar"s of ASTM C 92G18b. Instanation of exterior a"up and 9amtrg shall comply with ASTM C 106319e, or ASTM 1787. 47U4' SELF-ADWI5Fl MEMBRANE LASHING (t:01'1PATIDI.E W/ HOUSE 4 WRAP MATBRIAL) OVER APPROVED HOUSE WRAP, FLASHa4G TO EXTdD ONTO m V OR LESS PIPE PENETRATION L _ CUT AND OVERLAP ONE SIDE OFF SELF-ADHERM MEMBRANE FLASHING STEP "I WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) j' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER L2nAFnil kLL 87REED 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. PIPE N.T.S. Rw4awA 1�CiP►�aFAI1W4 LEGEND MEMBRANE APPROVED Off AND OVERLAP ONE SIDE OF SELF-ADFERING. MEMBRANE FLAOH04 I►' DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM G-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdealgngroup.com AA P: 0003325 y W. MIN 13, SUNDIV. & LOT: ABBOTT PARK LOT #43 BLK. #7 PROJECT* 04181.000-43071 MODSLA 4EBB "1828-CALI" GAMAGE swlrro. RIGHT PADS: WALL ASSEMBLY DETAILS 160 MPH Ed C 2 DA 9/21/21 SCALE 1/4"=1'-0" s> WA1 INSTALL S' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEOIJENCE OF FLASHING TO BE. I. BOTTOM. 2. SIDES, 3. TOP X: VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT " WATER AWAY FROM JOINTS. X. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL �t JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES.Yi CAULKING • JOINT ALL AROUND, I PER SECTION bderlor leNng and rig BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X". k: Installation of exterior lathing and framing I shall comply with ASTM C 108319a, or ASTM 1787. WRB LAYER 'I, �,..X. STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) ra SHEATHING RTIFIBER ING PAPER waoD coNsnJCTION —METAL LATH a• CMu VINYL CA81NG BEAD 6' RAISED ISAND V TO Ji' MID -WALL WEEP eGRE[D ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYW. Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER e1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PARR UNDER 'QUICK FLASH' ELEC. METE? VERIFY LO CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER W2, FORTIFIBER BUILDING PAPER 9' THICK, 3 COAT CEMENT PLASTER Ye' TO V MID -WALL WEEP SCREED WOOD � . CONSTRUCTION 6' SELF-ADHESIVE FLASHING a cru WOOD FRAMED f — — — —I WALL HORIZONTAL WEEP SCREED _. ( FRAME TO FRAME) A VENT PENETRATION SCALE: N.T.S. 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 BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEHWR • T' OC. MAX fi"' TOY,' MID -WALL nir�o arsawn 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING (�oHORIZONTAL WEEP SCREED FRAME TO BLOCKI 8' UJRB LAYER $1, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER 01, SELF -ADHERING �1 STUCCO WRAP MEMBRANE FLASHING L:A APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING z OVER BOX AND OVER APPROVED UJRB LAYER '1 STEP #1 STEP 4*2 APPROVED HOUSEWRAP WRB LAYER M, BELOW STUCCO WRAP CUT SUCH THAT 0 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER AP IROVED HOUSEWRAP UMB LAYER 02, FORTIF115ER BUILDING PAPER STEP 03 STEP #4 APPLY £-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 1441 N. RONALD REAGAN 8LVD. LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngmup.aom AA #: 0003325 i rr S o avISDIV. Ae MM7 ABBOTT PARK LOT #43 BLK. #7 PROMWT# 041 1.000-43071 MODTSEA 4EBB "1828-CALI" GAMAGM aMxo: RIGHT PADS: WALL ASSEMBLY DETAILS 160 MPH EXP. C ELASTOMERIG AF COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #S STEP #6 (9) ELECTRICAL RECEPTACLE %% M No_j DATA 9/21/21 SCALE: 1/4"=1'-0" SHETH E�TT dY ^ 2 IF WOOD SHEATHING R7(f. uJOOD �D WRB LAYER M, SUB -FLOOR DECKING STUCCO WRAP k WOOD WRB LAYER -2, FORTIFIBER PRE-1945V TRLSS — 0"TRUCTION BUILDING PAPER % HAT CHANNEL a' THICK 3 COAT CEMENT WEATHER15 EIR TYPE 'X' DRYWALL PLASTER UEATIER RESISTIVE _ W SAF. • TOP OF WEEP SCREED BARRIER 4 / TO SHEATHING BEHIND WEEP SCREED J' 7t1M 3 COAT OEflN(i-� RIES PLASTER G WOOD SHEATHING �� 4' POSITIVE DRAM ` iimoo Y,s�on METAL LATH WOOD SHEATHING WRB LAYER M, f ` STUCCO WRAP ' - �' THICK, 3 COAT CEMENT `� Y4' GAP FOR BACKER PLASTER EXTERIOR GRADE ROD A SEALANT W SELF-ADNEREMG DRY WALL ' FLASHING WRAPPED i >: ;�' :�•` 6 TOP OF WEEP SCREED a• POSITIVE DRAM THICK, 3 COAT CEMENT VINYL CASING BEAD — ii TO 814EATWMG BELOW _ __ r ' �P arer�� WATER PROOFIN[at— ? WRB LAYER M, No l dP IN FIELD LAYER (2 LAYER PEEL ' - `', STUCCO WRAP (SH OM FOR CLARFICATWN OF N STICK) ti, 4 ORI , SEPARATE ACCESSES ONLY) ' WZB LAYER -2, FORTIFIBER i BUILDING PAPER , ^e':•:i'- '?':I , 6' SELF-ADHERENG E ' FLASHING WRAPPED WRB LAYER M, I • CORNER OF CANTILEVER STUCCO W¢AP �d' POSITIVE DRAIN v GIIBTd'I G�BE',e1D� '�� I '/z"; ����P d'P=�D 0 CANTILEVER DRIP -------- - -- EDGE NO GAP IN FIELD (9HIOIW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD (10 1DTL.® CANT. A SCALE, 1 1/2'.I'-®• NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M 3/ I RESILIENT WEATHER RESISTIVE HAT CHANNEL � frBARRIER n \ ` a' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL \ `METAL LATH W/TEXTURED N PAINTED WIOOD SHEATHING FINISH a' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER 11D DRIP EDGE INSTALLATION (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER M -WEATHER RESISTIVE BARRIER •2 `a' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL i METAL LATH W(TEXTURED 4 PAINTED WIOOD SHEATHING FINISH a- THICK 3 COAT CEMENT HEADER)BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAM VINYL CASING BEAD WE9e A .9= NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE880RIES ONLY) @11DRIP EDGE INSTALLATION FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP EDGE PEEL 1 BTIGK! SET M FULL BED OF 6- PEEL 4 SEALANT, & MIN STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK JV GAP FOR BACKER 1 JS•XI IYs' P.T. OR SILLATED ROD t SEALANT WJOOD (TREX) FILLER CONTINUOUS YIN)'(L CASING BEAD WATER PROOFING lot I WEATHER RESISTIVE LAYER (2 LAYER PEEL s ,, BARRIER -1 STICK) WRAPPED FROM• .� WEATHER RESISTIVE BALCONY DECK TO CANTILEVERe'I." BARRIER R 6' PEEL 4 STICK a DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP dJD FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE •• SET IN FULL BED OF I XW Yi P.T. OR SIMULATE I SEALANTA' MIN. 'SPACE WOOD (TREX) FILLER FWM DRIP CQNTIJ)OIJB FACE TO TREX Yl GAP FOR B.ACKE VINYL .AAIW BEAD ROD N SEALANT WATER PROOFING INt FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t PEEL 4 STICK) STICK) FpWm 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER VINYL 3 COAT CEMENT METAL LATH S/6' TYPE 'X' DRYWALL WOOD SHEATHIN3 W/TEXTUREO 4 PANTED WEATHER RESISTIVE FINISH BARRIER M WEATHER RESISTIVE 3 COAT CEMENT BARRIER VIA CcmammfiaWEEP DRAM SCREED VINYL CASING BEAD NO G'WP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION COLUI'N SHEATHING WEATHER RESISTIVE BARRIER M AT WEHER RESISTIVE BARRIER 4 V SAP. \ -PEEL 4 STICK i- I J(t'xW 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT ,I JS' X 3' 26 GA. GAL V. METAL DRIP EDGE SET IN FULL BED OF `PEEL A STICK GuB FLOOR I JS'XI If' P.T. OR SMI)LA WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. — MODIFIED W 3/4 RESILIENT 14AT CHANNEL 5/S' TYPE 'X' DRYWALL W/TEXTURED s PAINTED FINISH a' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER R EXTERIOR COLUMN I LEGEND -COLUMN SHEATHING S6' SAF. -1 J6•x3••L•FLASHING DRAINAGE PLANE (WRB `FULLY EMBEDDED IN ROOF CEMENT LAYER 01, STUCCO WRAP) A.GALY. METAL AL DRIP DRIPE hEDGE WRB LAYER "2 (FORTIFIBER...... — SET IN PULL BED OF SEALANT,IQ MIN BUILDING PAPER) SPACE FROM DRIP 'FACE TO TREX VINYL CA81NG BEAD METAL LATH x—x—x—x WATER PROOFING hot LAYER LAYER PEEL , (LLRAPPED STICK) FROM STUCCO`-�" BALCONY DECK TO CANTILEVER WOOD OR 7/Iro' ZIP WALL ]' THICK, 9 COAT CEMENT PIASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING 4' POSITIVE DRAIN uo wr-s��n YMri CORNER BEAD J / (SHOWN FOR CLARIFICATION OF �YL� 1� Aj�LEOQ SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING SCALE, NTS WOOD SHEATHING WRB LAYER M, STUCCO WRAP 2x FRAMING MEMBER J'TWIC3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER 21 �noueP Beep BUILDING PAPER\ FASTENED TO SHEATHING, • 1' O.C. MAX. C METAL LATH S' a' THICK, 3 COAT CEMENT ^< SW��YE� PLASTER WOOD SHEATHING &'SELF -ADHERING METAL LATH FLASHING WRB LAYER 4, FORTIFIBER BUILDING PAPER SFQRNER BEAD ® FRAME DRIP CAP WINDOW FLANGE l.2 1/2" l.k CORNER BEAD (FASTENER 4 SPACING t3 7' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i/ 4 R�CORNER BEAD � BLOCK VIEW FOR CLARITY) UJRB-LAYER al, STUGGQ, WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFISER BUILDINCs PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER Now5dil WINDOW FLANGE 1rJB CASING BEAD 0 WINDOW (FRAME, NO BAND. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.eom AA 5: 0003325 y y C � a k w 0 x ays;asv as s o7': ABBOTT PARK LOT #43, BLK. #7 PROJIECT# 04181.0 0-43071 MODZIU 4EBB "1828-CALI" GA2tAGZ AWING: RIGHT PAGM: WALL ASSEMBLY DETAILS 160 MPH EXP. C WOOD SHEATHING WRB LAYER h, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER f �� WRB LAYER 01, STUCCO WRAP METAL LATH i i �• THICK 3 COAT CEMENT WRB LAYER 02, FORTIFIBER PLASTER — i BUILDING PAPER 6'SELF-ADHERING METAL LATH FLASHING ! 77 THICK, 3 COAT CEMENT ` ��(EXPLODED VINYL ANGLED 8* CASING BEAD vIEW FOR PLASTER CLARITY) DRIP CAP WINDOW FLANGE X WRB LAYER h, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, FORTIP15ER C` BUILDING PAPER METAL LATH — ----- �v THICK, 3 COAT CEMENT PLASTER FLASHING DRIP CAP WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SWEATI METAL LATH WRB LAYER sl, STUCCO WRAP WOOD SHEATHING WRB LAYER 112, FORTIFIBER '- BUILDING PAPER i WRB LAYER 01, a' THICK, 3 COAT CEMENT ' STUCCO WRAP PLASTER ;,! WRB LAYER 02, FORTIF15ER VINYL ANGLED ;. i BUILDING PAPER CASING BEAD VINYL CASING BEAD I i METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD Ca? RAISED 1'7A BAND �RAME)C:I In..r- ia' GAP TYP CASING BEAD 1X TRIM MEMBER TO TRIM • STUCCO TO SIDING TRANSITION SIDING :. ' l C': STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER METAL LATH WRES LAYER -2, FORTIFIEER BUILOMG PAPER WOOD SHEATNMG WRB LAYER M, STUCCO WRAP \— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL t STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CCNST161C7ION \4-- BEYOND WOOD GMAT14MS WEAT!ER RU16TIVE SAIIRIEI['1 IEsl61eTIVE ERR E�Il _41 Nowt ' LF ARMFL,OSNRY3 FLAB i UZATHER RESISTIVE BARRIER 4STARTER PCqALV.D STRIP 92616TIVE \DRAT ER SAP\FL�� RSGsTAL GALVD FETAL Z' FLAMIMG 7' F�LASNING WdODW A I'ED e rrs QAAM / ` I a�aOD6T*IMMiMIYO R \ \ / OR APPROVED SEALANT �� � { BLJCdR LA6dIi SIDING TO STUCCO e� ® BLOCK TO FRAME TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.I / ASTM C-&41-14a, MIN. 2.5 LEIS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) uwoo eNEATNM6—� WEAKER RE618TNE� AAT14EN RE81eTNE ------ — BARRIER 4 XX� eIDMCi� 6- WLF-AV49ftr. STARTER STRIP—�/ .,...,.,, .A,. r 1 i- •ADFERNG FLASWING WEATHER RE816TIVE BARRIER 9 TO LAP \ 6' MIN. ABOVE TOP 1 OF 'T FLASNMG B�'AltlIIIIHM TWER �eISTIVE WEATHER RE"TME BAMER R 7PLASMING'TW y am/ \ I I I FLASN DNERM6 CEMENT PL.AB�IEGAP WAC14ULK R—/ \\\ 1 OR APPROKD M1 B.ARItlER SAIIIIII�SISTIVC ` eRRSISTIVE WEATMM RED16TIVE E-L S[ADylJYL G BARRIER 9 (W/%, FLEXIBLE PVC SACKER ROD) SIDING TO STUCCO YEATHER RESISTIVE ® FRAME TO FRAME BAPMER4 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - -------------------------------- ' SEALANT WINO— --'--- 2X FRAMING MEMBER SEALANT WINDOW FRAME --------------------------------------------------------- ---- �' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 62, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/Ye' FLEXIBLE PVC BACKER ROD) —WRB LAYER h, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY -------------J------------------------------------------------- i'4' GAP TYP //-- J' THICK, 3 COAT CEMENT ,CASING BEAD / PLASTER TO WINDOW / r—METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER'I, STUCCO WRAP 6' WIDE PEEL a STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/•fie' FLEXIBLE PVC BACKER ROD) MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE t BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdeslgngroupmm AA #: 0003325 rq c sv23DIv. ae LOT ABBOTT PARK LOT #43 BLK. #7 PROJECT* 04181.000-43071 moDEL: 4EBB "1828-CALI" GARAGE STING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C L2 FfQLW AB%01140RA I Pturr IWA41 9/21/ CASING � 1/4"-1' .I CARE 3HWLD BE TAKEN IN KEEPING THE VENT R20PERLV " "ANDIG' SHOWN IN 4"GALVPNTED ALIGNED. VENTPIPE S SEALEDIFUT-ED.NALNPIACE USING I-114 NALS AT EACH CORNER. RO NGCEMENT SHOULD RE ARPUED TOALLSHINGLE EDGES NEAR THE IRVNMTRR CUTOUTTHEGOOSENE-VENTCPENINGINTHEROOF OUTER EDGE AND AROUND THE EMWE PERIMETER AS RECOM MENDED IN SEVERE WEATHER COASTAL SHEATHING, SIZETHEOPENINGINACCORDANCEWITHTHE CHART SHOWN. N THE EVENTA MECHANICAL VENT FAN IS CONSTRUCTION ZONES. USED, SZE THE VENT OPENING IN ACCORDANCE WUH VENT AN MANUFACTURES PIPING CONNECTION INSTRUCTIONS DO NOT CUT NTOTHUSSFS OR RAFTERS NMEN CUTTINGTIE OPENING IN TIE ROOF. RR-E NTERFERNG SHNGLE NALS MOUNDTIE PERIMETER OF THE OPENING SOTHATTHE NALNGFVNGE OF THE VENT LAYS FLAT TO THE ROY SHEATHING SLIDE THE TOP SIDE ATU—THEB THE VENT TOM ALLOW TOLAV ON GLEVENUPANDUNLER SHINGLES. THE BOTTOM VENT FIAN(£S THE TOP OF THESHNQES. F e�o� ROOF HOOD VENT DETAIL CUT HOIEEWRAP AT IS' ANGLE Moc"m -I- CUT N WOMB~ APPIIOvtD WORE~ OVER SHEATHING OVER UO STUD WALL STEP 1 FLASHING OVER NAILING FLN)SE JAPES I XTEND "L REXIBL R-AEIIw MIN I' 1EL! PLASHING Do NOT "Al- EOTTOM FIN STEP 6 TRMADRARILT rom-uP I lee HCLOEIRAP ro TACK FLAP UL AL HEAD POLO wall UI N AT JA'ES I GLOP! 6" R "TALL S' SELF-ADIERM FLAEMNO OVER VINYL 4EAD PLAS14M (WrrII BID DAM) NAILING MANSE I EXTEND STEP 7 ASPHALT PLASTIC CEMENT MQDED AR W ND BASE CF FIRE AND OVER RANGE ALIGN PLANSNG W) INT. ®OE OF SILL PLO. ICCNAWCALLT FASTEN PINED EDOES.(CAP HAILS. STAPLES) INSTALL C PONT PLEN~ AS n PLAS14NM AT THE VALLEY NITERLNE SS" WIDE VALLEY FUBHNG IOFASTNERS WRHN SOIL OR HEAVER FELT B"OF CENTERLINE ASPHALT SATURATED FELT SHINGIF COJ RSES LAID OVER UPPER PORTIONOFF—E EMRA FAS-EFI IN PPE CLE UNDER—E.II END MEN DOF N D3HNC{E NEOPRENE BOOT ASPHALT AT LEAST IT'BEVCND ROOFING VALLEVCENTERLINE CEMENT / CORNER AT 0.5 DEGREES PLUMBING VENT DETAILS SCALE, NTS PFLY b' OMNIOIA F SEALAN ANTES ANC IPPLY TO NDOW NA LANCE N IRE-PUMCI IDLES OR E01 ADFENVE - DOOLE PLASII1143 VER ORP CAP ECTOHLRAP EDUW) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 rerlEltarE PLAeHPn OVER JOINT •SHINGLES TRIMMED TRACK FROM VALLEY CENTERLNE L TIT 116 TFE CONTACTORD MAPONS LLTT TO VERFY ROOF VALLEY DETAIL W COMPATIE LIx Q ILL PRODUCTS NCLIlDNL TWE OIRAR SEALANTS / L PlIIO I♦O 6 IN SCALE, NT8 FLASHING MATERIALS USED DI#06 CONSTR)CTION 7. INSTALL ALL MATERIALS PER K4MFACTtNW ! WRrTEN SPECFICATIONS W6MINOLT COMPATIBLE. MAY REACT ADVERSELT F NOT NOFL CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 119% POLLOWMG COMPLETION OF EXTERIOR RETROPIT WORK REPAIR SCHEME SHOM SHALL BE MI'LEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTIRLISION B IU TLE WNDO.0 OPENING REAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY ON IOU (a .--A.)SEALANT . PLUM APPLIED FLASNNO (LANC0TE-WEA WHIL RC-M Olt EOUALA SLOPE DILL TO EX IJQIEL L IT E THE CONTACTORS RESPONOWLTT TO VERPY THE O"ATISILITY OP ALL PRODUCTS INOLLOM SEALANTS I &W-ADWOMM PLASHI M MATERIALS USED DuRINO CONSTRUCTION. $, PLASNNS AT EXTERIOR WINDOW AND DOOR OPESNOS SHALL ME INSTALL® N ACCORDANCE WITH MAMPACTIMMS INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FEC RTOIA U IN ACCORDANCE WITH FENESTRATION MAmPAGTuIIR'S NSTALLATION AND K AaHINO SISTRICTIOFU, WAINIM SEALANTS MAY REACT ADVERSELY F NOT COMPATIELG WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGW OOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngm up.com AA #: 0003325 C b ME SVBDIV. Aa LOT: ABBOTT PARK LOT #43 BLK. #7 PROJECT# 04181.000-43071 MGDELT 4EBB I11828-CALF' GARAGE SVnNGs RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C Ei V 2Z` A AR NO DRINT A 9/21/21 SCALE: 1/4"=1'-0" WA5 2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE !1\\ I\ 1/8' TEXTURED i \ / FINISH is WOOD 1 \\ 2X6 SUB BAND) 1/2' TEXTURED \ FINISH B CMU \ METAL FASCIA \\ WRAP Ye' FROM STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL (FRAME OR CMU) \\ �T ©FLAN B 1/0' TEXTURED FINISH • WOOD, I/!' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHM6 JJ OR Cm l WRB LAYER M, STUCCO WRAP(FRAME ONLY) WRS LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) \\ NOTE: NOTCH FOR 2X& \\ SUB BAND ONLY t ROOF KICK OUT REMOVED `\\ \\ FOR CLARITY \� _ \ ROOF DECK (BEYOND) \ `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ROOFING CEMENT DRIP EDGE METAL KICK OUT \ 1 ;1/8' TEXTURED FINISH WOOD, I/2' TEXTURED ----J / FINISH a CMU 2x& SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®E L VA It ION METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©PL,4N ,4 PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH B END METAL FASCIA WRAP RIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3 SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU 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/%'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK .ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND UJA4'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 813 It a atnODIV. & W .. ABBOTT PARK LOT #43 BLK. #7 PIEOJECTN 04181.000-43071 MODZIa 4EBB "1828-CALI" GARAGE awnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 39'$" 28'-8" 3'-2" 15'-10" 9'•8" 36'-2" 3'-6" TT OP OF STAB • I — —FM-12X12 — — — — 1 — — — — FM-1— — — — — —��i� I I 4" CONC. c 1A f I' w a ¢ SLAB a i/ Iu Na 372„ �.- LF-24X24 3,_10„ 8,_2„ 107 �� r Er I r 1 FM-12X18 XTEND ��i 1 SLAB 11/2" 4" PVC 1A CHASE�� I r i� i� 1� r I 0" TOP OF �i SLAB N �� I ' x I g I I ,r r� r� �� • I I .I i� i� I 1 1A 6f TE-1— I 2'-8" 17'8" 5 3'-0" . m I 61 I o 1 XTEND SIM. SLAB 1 1/2" 1A 2 �4"CONC, w� m FM-12XIB I SLAB awl 6 Oa 1/2" ,A I 5 1//2 . _ { 1/2" 1A �y-3 3,_ 4" I 2 SIAM. ( 1 1A 1 1.1 I 1.1 L 1.1 1.1 FM-12X18 _ J MC-12X18 FM-12X18 FMC-12X18 4 4 1d .1 T-10" 10'-7 2'-8" 16'-0" 2'-8" 21,1" 14'1" 4'-4" i. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + U-O". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVO. 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 12" 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.ONDICATES #5 BAR, UNDICATES #6 BAR, ODICATES #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 2,000PSF. 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 TMS 4021802-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WNMI SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS Bx6 W7.4xWIA—R GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA B" SEE PLAN 10' - (2)#5% FM-12x12 IT CONTINUOUS 17, - (2)#5% FM-12x18 12, CONTINUOUS 18" - (2)#5's FMC-1208 17, CONTINUOUS 18" - (2)#5% - VARIES F-24x24 24" 24' 12" (2) #5's (2) #5'. (-)0"1" FOUNDATION PLAN SCALE: 1/4" = V-0" Sol • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.wm N. AA #: 0003325 d it a SUNDIV. & LOT: ABBOTT PARK LOT #43 BLK. #7 PROJECT# 04181.000-43071 MODEL: 4EBB "1828-CALI" GARAGZ BVIWG: RIGHT PAGE: FOUNDATION PLAN 160 MPH ER. C PRINT 9/21/21 DATE SCALE: 1/4"=1'-0" SHEET s1 30- MIN. EACH WAY MONOLITHIC FOOTING t} STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED - FT CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND v— a SPACING REQUIREMENTS es _ a SPACING REQUIREMENTS >•_ S U 1 GARAGE DOOR I�p � v RECESS ON < FM �o Q w 8" CMU WALL 8" CMU WALL I A CORNER BARS, SAME SIZE AS LARGER BAR w B• 1pI. f AT 1 IN FOUNDION WITH -'LEG EACH y y . U-9 g + tl1Y �'I' d WAY AT ALL CHANGES IN DIRECTIONS •'PI �• TOP OF SLAB TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS �^ • 1L(VA�RIS vl MATCH AMOUNT OF CONTINUOUS BARS •I.� CURB FOR SEE SLAB SCHEDULE •. 4 BAR SIZE 48 BAR DIA EXT. PORCH SLAB � e 4" CHAMFER (1STORY) e #3 la, — , •. SEE SLAB SCHEDULE TOP OF GARAGE T EXT. PORCH SLAB E ' v . 'I�` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE it MASONRY UNITS SET l:p AT ELEV: W/ 1/2" ISOLATION 1. .. a 6" CHAMFER (2-STORY) JOINT '. #4 24" 4" CHAMFER (1STORY) W/ 1/2" ISOLATION•'` 6" CHAMFER (2-STORY) (WHERE ♦ • APPLICABLE) i / SEE SCHEDULE #5 30' FOR MD, BAR SIZE JOINT (WHERE . •! i 4 SEE SCHEDULE APPLICABLE) i FOR W.D, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #6 36' i AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNIT 07 42' ?' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE'34"=1'-0' SCALE:3/4-l'-0' CORNER BARS DETAIL DOOR OPENING @ GARAGE SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-tl' (1) #5 REBAR VERTICALLY W/CONC, 2 U POURED CELL LAP TOP PLATE A MIN. OF 48" _ 8" CMU AND NAIL W/ 1Ed COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT m g REBAR @124" O.C. @ CENTER OF SLAB OF WALL W/ PLAN#4 LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2" o� I CAPPED GALVANIZED PIPE NEW REINF. BAR SECURED W/2-PART No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM, PLATE I W/FLANGE @ BASE °� I EPDXY. M,N. EMBED 1/2"x9" WEDGE ANCHOR W/7' TO BE PT. PROVIDE 08L. TOP 1/2"x " — 8", UNO SET IN HIGH STRENGTH PLATE o FOLLOW ALL MANF. EPDXY 5-1/2" EMBED. MIN. @ 16" OC • -4• 4 i SIMPSON SPH4 OR SPHB MAX . SPECIFICATIONS FOR s I BTM AND TOP PLAT E . I 4" CONC., REINF. W/ F. "x6" SECURE FLANGE 70 USE AND i PREPARATION OF ANCHORS W/ 10d x 1 1!Z' • 8 #10 WWM SLAB W/(4) 1/4" X 2 1/4" Q 4" 4. HOLE, COMMON NAILS FILL ALL B-MIL POLY ETHYLENE TAPCONS HOLES, DO NOT USE 10d w VAPOR BARRIER ON x 3" p SEE SLAB SCHEDULE i • II 1-D WELL -COMPACTED OX CLEAN FILL TERMITE U TREATMENT SHALL BE TOPD. SLAB BORA-CARE ,J • 4" CHAMFER .� (2)CONT. #4 REBAR (1-STORY). 6" CHAMFER (2-STORY) ° (2) #5 REBAR ON CHAIRS 2000 PSF VIRGIN SOIL OR 95% 12" MIN. DEPTH INTO , EQ. EQ, SEE SCHEDULE VIRGIN OR ENGINEERED SOIL S6 COMPACTED SOIL SLAB HEIGHT LESS THAN 3-6' PER PLAN BOLLARD cJ SCALE: 3/4"=r-tl' ADDING BAR TO FMD, BAR SIZE ANDOR QUANTITY QUANL MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP 6 7 SCALE: 114"=141' (W/ UPLIFT) SCALE: 3/4"=1'-0" FOOTING W/ BLOCK WALL 1A SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O'C BTM, VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE f BTM. PLATE TO BE PT. BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. a NAIL 12" O/C STAGGERED. ADDITIONAL METAL O w ADDITIONAL METAL CONNECTORS NOT B" CMU WALL CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT 15 PRESENT. _ •- 0'-tl, POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT, :.'•�•, 8" CMU FILLED CELL (TYP.) b • TOP OF SLAB w rc SEE SLAB SCHEDULE SEE SLAB SCHEDULE' I...� 2X WALL FRAMING > SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" *- D'-0" a- 0--a. ♦ MINIMUM EMBEDMENT INTO TOP OF SLAB TOP OF SLAB4• f "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND 4 • S. CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ��••_4. 'a.-. =•_ POURED MONOLITHICALLY WATH +-4 • T— — FOUNDATION AND SLAB SEE SCHEDULE A. � . - SEE SCHEDULE FOR W.D, BAR SIZE FOR MD, BAR SIZE ./ AND BAR QUANTITY AND BAR QUANTITY/AL EQ. EQ. SEE SCHEDULE FOR MQ EAR SIM COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO AND BA0. QUANTITY INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 9 10 BLOCK WALL CONNECTION INTERIOR CURB FOUNDATION WOOD WALL 8 SCALE:3/4'=V.0' (NO UPLIFT) SCALE:3/4"=1'-0" 11 SCALE: 3/4"=1'-0" (NO UPLIFT) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www. a bd es Igngro up.com AA #: 0003325 x BUDDIV. at LOT: ABBOTT PARK LOT #43 BLK. #7 PIROJECT# 04181.000-43071 MODEL 4EBB 111828-CALI" GAICAOE SWING: RIGHT PACE: DETAILS 160 JWH EXP. C t2 AA NO Dw9/21/21 $CALM: 1/4"=1'-0" SHEET s1.1A TIE VERTICAL REBAR 70 HORIZONTAL REBAR W/1d'HOOK GROUTED BOND SEAM " VARIES PER E. #5 BARS f 4 . Q. ° ° e., CLEAN OUT REQUIRED FOR INSPECTION 0 ° O I 0'-9' FIN. FLR. TIE ERREBAR TO HORIZONTAL AL ❑ - . .4: REBAR W/id"HOOK d "— BAR SIZE 148 BAR DIA I #3 #4 24" CMU UNIT DIMENSIONS ARE NOMINAL SIZES #6 42' HORIZONTAWERTICAL O MASONRY SYMBOLS 3 SCALE: 3/4"=1'-d' 1 REINFORCING SCALE: 3/4"=1'-d' STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZEAND amU El SPACING REQUIREMENTS <` O w IM 8" CMU WALL TOP OF SIAB q' 70P OF SLAB SEES EXT. PORCH SLAB 4" CHAMFER (1STORY) 48 BAR DIA W/ 1/2" ISOLATION CHAMFER (2STORY) !!fl 18"6" JOINT (VvHERE 24"APPLICABLE) MATCH STEEL 3d' Z REINFORCEMENT 6" PVC CHASE !r PER SCHEDULE #6 36' 6" PVC CHASE THRU FOOTING THRU FOOTING #7 47' SEE SCHEDULE MATCH STEEL REINFORCEMENT FOR MD, BAR SIZE PER SCHEDULE AND BAR QUAMRY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-d' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdeslgngroup.wm 0003325 h Pi F R aUNDlV. ee LOT: ABBOTT PARK LOT #43 BLK. #7 PItOJL'CT# 04 81.000-43071 MODEL: 4EBB "1828-CALI" OAP40E OWING* RIGHT PAGE: DETAILS 160 MPH EXP C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 11T HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x.1 1/2" HDG NAILS, FILLALL 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 WTH 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'T. 9. 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 REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM D-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. SCHEDULE M INDICATES OPENING BELOW/T.0.8.=TOP OF BE 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 ft (psi)IZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#6 N/A GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. ♦♦ I ♦ I ♦♦ I Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 8RF14- 1T/OM/OB FB-1 /OM' --------- 1 8F16-lT/0M/0B 1 71 ; 1 - 1 ♦t��Y I ---------�---------a------------------------------- 8F16 MIN-ITAMMB 17'-4" BTM, OF LINTEL 0 T-W ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = 1' 0" /i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdwlgngroup.mm AA #: 0003325 Y O C a 4 SUDDIN. & w2l ABBOTT PARK LOT #43 BLK- #7 1PROJEOW 04181.000-43071 MODaz.: 4EBB "1828-CALM' OAPMOa sAING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH E C DAD paNT 9/21/21 BCALZ: i/4-=P-0" d13>C!.1 s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ id' HOOK — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-d' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8'W" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING[ HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH(1)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHAT THEN THE LAST 1#�` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"116' b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. T JIF' 1 OF O` F = FILLED W/ GROUT U = UNFILLED NOMINAL # OF 05'S, IN 2ND BOND WIDTH BEAM COURSE 16-1`T/11�1/ B u0M NAL �' \ IT IS THIS ENGINEER'S INTENT .—o 1111— THATXFXX-1T/1 MODS INDICATES A DO UBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX - iTIDW/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - iTn M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST-31Ai" a WINDOW SILL Z E SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE i 1/2"=1'-IT 8x16 DBL. BOND TO �F BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP W/(1)#5 BAR y�; BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTES 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING-Z' BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL(Li)REFER TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-19" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8" FROM EACH ENDAND 18" O.C. MAX. MIN 1-114' EMBEDMENT 2.8 (MIN2X3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT i 1/4") e" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END 088 SHEATHING WALL ARCHWAY FRAMING DETAILS i— SINGLE #5 CORNER BAR, 3Ox30 TURNED UP -171 OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF — AT EACH SIDE BOND. BEAM OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-d' •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdwigngrouP oom AA #: 0003325 X d Y 00 aunDIV. At LOT ABBOTT PARK LOT #43 BLK. #7 Pno"=T# 04181.000-43071 MODEL 4EBB "1828-CALI" GARAGE BWDM: RIGHT PACE: DETAILS 160 MPH EXP. C �E "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE PLOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 e 1e-tr U20-ITIOB ttros ttros trros TYPE LENGTH 8/8 PLAIN 816 SOLID TYPE LENGTH ere-tr ene-tr e!zatt ei2e-tr er2e•tr ersz-tr e�sts s•1rn 1rn ttn ttne trns ere-zr en6$f el2Dar er2a2r 8/26,ZT e132,2T 3'$' PRECAST 1436 962 9114 4217 6921 8428 7691 3'$' PRECAST 889 1024 3'$' PRECAST 15e9 9624 4994 5289 8192 7001 24e6 e1t9 e3e5 TM9091 10000 15ee 9524 4994 52e3 e132 loot 4'-0' PRECAST 1085 � 2906 3126 39e6 47e6 6667 '' PRECAST 4-0 514 763 -0 4'' PRECAST ties 90e0 9815 4570 ISMeo79 1961 8113 7192 e624 7627 9761 1999 9080 9815 4570 6926 8079 4'$' PRECAST 819 � 1no 2400 � ease 4900 4'$' PRECAST 398 591 4'$' PRECAST 1207 2682 9975 floes am 6979 1826 5749 7547 GM 86N 75e6 1207 2707 3378 4043 4711 5979 Ste' PRECAST 931 12p low2660 3123 9686 42e9 5'-4' PRECAST 411 411 5-4" PRECAST 1018 low2374 2044 3513 4064 1319 44e0 7198 7342 stao 6259 tole 2278 eats 33Be 3961 40e4 5'-10• PRECAST 817 1024 1831 2080 2649 9009 3470 5'-10' PRECAST 340 339 5-10" PRECAST 909 UN 1971 2449 2916 3367 ttet 3ea3 Sgn ame e5e8 site ate 2aeo 2599 s1m 3620 4133 B'$' PRECAST � 1139 3227 3091 3707 4389 5081 8'$' PRECAST 410 721 8'-8" PRECAST' as 1201 1678 1966 2332 2709 1199 9227 4508 7054 10000 ggyl e� 1889 2929 Z790 925t 9712 T$' PRECAST 570 93g 2498 2206 2e9g 9191 9eg6 7'$" PRECAST 303 534 T$" PRECAST 77e 900 1181 14e2 1749 2025 99e 249e 94oe 4ee4 7oet eon rn 1624 2028 2428 2927 9229 9'-4" PRECAST q� � 1�9 2204 24e1 2e1e 282t �,�" PRECAST 192 384 9'-4" PRECAST 454 beg 787 gott29 1310 ese 1e74 zzN 9091 4099 489D 572 tsts tees tees 2t84 2619 10'$' PRECAST 388 487 1247 1787 1904 2189 Z0� 10'$" PRECAST 151 301 10'$" PRECAST 968 468 812 766 899 1042 � ta07 1e97 Val 9222 gtge Wa 1180 u72 tree nto 19N 11'�4" PRECAST 330 5u tslz naz zzse 2860 sego 11'-4" PRECAST 132 417 11'-4" PRECAST ago floe 590 e53 to en 644 1312 1742 2252 2888 9662 488 1042 19n 1e43 1470 1710 1T-0' PRECAST 308 807 1210 1598 20a8 2686 9191 12'-0" PRECAST 111 370 12'-0' PRECAST 983 gee 478 587 am Tat 507 1210 1598 20a8 2686 3771 440 940 1300 law1314 7478 4' 13'-PRECAST 270 '� 1046 1386 1732 2157 25M 13'-4' PRECAST 82 298 13'-4' PRECAST 908 303 393 484 era 846 414 10a6 1386 1732 2318 ?006 398 780 1067 1912 1071 1203 14'-0' PRECAST 254 � �e txn lowt9ea � 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 9e0 443 we ON 390 978 1272 1808 1960 2989 378 717 961 1192 976 1199 14'$" PRESTRESSED N.R. NR NR NR NR NR w 14'$' PRESTRESSED N.R. 283 14'$' PRESTRESSED ' 422 506 on748 886 468 1079 1429 1e24 2277 2712 24e an980 1237 1474 1715 15'�' PRESTRESSED N.R. NR NR NR NR NR NR 15-4" PRESTRESSED N.R. 252 15'�' PRESTRESSED � � 484 574 sea 799 472 1074 1940 1709 2118 2519 290 818 we 1194 1369 16n 17'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-q' PRESTRESSED N.R. 189 1Trt• PRESTRESSED 187 929 985 461 687 6e0 � e6e 1121 u19 t799 goat 192 508 n0 601 1196 1312 19'-4° PRESTRESSED N.R. NR NR NR NR NR NR 19,-q. PRESTRESSED N.R. 148 19'-4' PRESTRESSED 162 � � � 519 696 296 79e 969 1200 1487 1716 168 428 829 869 960 1088 21'�4' PRESTRESSED N. R. NR NR NR NR NR NR 21'-4' PRESTRESSED N.R. 125 21'�' PRESTRESSED tat 219 908 881 464 627 180 688 833 1008 11e6 1488 142 379 697 890 g18 9eS �'-0° PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 118 22''0° PRESTRESSED 197 220 290 859 428 497 185 660 784 992 1209 18e1 137 368 513 am7t9 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 418 129 460 864 Bd4 1014 1147 124 Mg 456 5Bt 887 793 -ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 •1 N. RONALD REAGAN BLVD. LONGWOOD, F132750 PH: 407-7745078 FAX: 407-774-4078 www.abde-slgngroup.com AA #: 0003325 0 0 o aTJaDIV. de LATt ABBOTT PARK LOT #43 BLK. #7 PLWJIl9CT:11 04 81.00 —43071 11[ODEL• 4EBB "1828—CALI" dA1tI►Ciffi S1/INd: RIGHT PAGE: SAFE LOAD TABLES %160 MPH EXP. C IL vi DAl'8.` 9/21/21 1ssl= [S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA 18 W/ (9)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. 5. 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. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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 REVIEWAND APPROVAL, 10. 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 P8S38, .177" " x 2 7/8" LONG, WITH WASHER @ 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2xe BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-O" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdesigngroup.wm AA #: 0003325 p� 'd C 9 BUBDIV AC LOT ABBOTT PARK LOT #43 BLK. #7 1pltojwcT# 04181.00 -43071 MODAL: 4EBB "1828-CALI" OARAGZ ar DF0: RIGHT PAOB: FRAMING PLAN %160 MPH EXP C 2 \SIR NO E3M J F'PDA�TIM 9/21/21 SCALE: 1/4"=1'-0" axEET s3 PLYWOOD SHEATHING SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Od x 1 z' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 z' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHCWIJ) C-(i) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 aNAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER tx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP #22'x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 0430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ BCALE34"=,' GIRDER CONNECTOR(S) SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORSNOT REQUIRED WHEN NO UPLIFT IS PRESENT. a .' 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE ENGINEERED WOOD TRL @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 — TRUSS ANCHOR WITH (9) 10d x 1 ?'NAILS TO GIRDER. PROVIDES" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS, 1x2 SECURED W/ 10d GALV. COMMON NAILS 17' O/C MHaUNKY iSVIVU BEAM SEE SCHEDULE NOTE: APTSYP#22'x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) a' x 5" TITEN HD TO CMU AND (12) SDS J' x 2 k' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J" x 5" TITEN HD TO CMU AND (18) SDS a' x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) �' x 57ITEN HD TO CMU AND (18) SDS t' x W SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LEE (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LEE (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) B°A`� 20 GAUGE :1/2 HOG NAILS i END. TOTAL OF 10 FLOOR GIRDER 518" A.B. WITH MBEDMENT TO SLAB 8 (18) led x 2x4 OR 2x6 WOOD BEARING 2-1/2' NAILS TO POST. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING a• 12" GYP, WL. BD, 4. 4 PRE-ENG FLOOR TRUSS 518" GYPSUM BOARD OR i/7' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE t/�FLOOR TRUSS CONNECTION @ L.B.W. SCALE: 3/4"=1'-0" (NO UPLIFT) DEPTH 1/4•0 --HOLE EDGE>5/8" — - OLE DIAMETER < 2/5•D SGL. STUD OUTER 113 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS $ SCALE: 1 1/7'=1'-0' EDGE>5/8" HOLE DIAMETER < 3/5'13 DBL. STUD GIRDER/WOOD POST CONNECTIONS 5 6-0" MAX "11X41 OR iP-0" MAX (WlIX4) # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 i/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10101 TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER S 7APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0' ix4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED CHORD OF D ROOF TRUSSES tx4 BTM. CHORD BRACING"" O/C —x `END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3)'W' BRACE (1) "X" BRACE @ CENTER (2) %" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (ASPER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY B' MIN. EMBED. AT 32'OC MAX. SECURE GABLE T02x8 P.T. PLATE W/ 12d'68" O.C. MAX CONT. 2x4 SECURED W (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft 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 ASIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/41 =1'-0" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd ealgngm u p.com AA #: 0003325 o MUM SunDIV. RC IAT: ABBOTT PARK LOT #43 BLK. #7 PROJECT# 0418 . 00-43071 MODEL. 4EBB "1628-CALI" GARAGE 8WV9G: RIGHT PAGE: DETAILS 160 MPH EXP. Cl R06W A ABOUCHAM L AR NO OrM J DATE, 9/21/21 SCALE: 1/4"=1'-0" SI3aaT S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP OIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) W BRACE 30'-l" TO 60'-0 (3) 7' BRACE \ PRE-ENG GABLE TRUSS (1) "X" BRACE Q CENTER (2) W' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFfWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. CONNECTION PER ix2, 2x WOOD FASCIA SEE ARCHITECTURAL TRUSS MFG. 2. SECURED W/ (3)15d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17, O/C AND APPROVAL SECURED W/ (2) l2d%a MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN VTCR SPACING (1) AT EACH END AND 6'-0" O.C. MAX. PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4-W O.C. (AT SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD TRUSS (TYP) Q 24" O.C. MAX 2X4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN W/ 117- DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2v8 P.T. PLATE W/ 12d's W O.C. MAX CONIC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's C EACH TRUSS TO BE INSTALLED Q 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, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA N: 0003325 h O13 u O a $ a ISVaD:v do LOT: P BBOTT PARK LOT #43 BLK. #7 ROJECT# 04181.000-43071 MODZ . 4EBB "1828-CALI" GARAGE S'rFMO'. RIGHT PAGE: DETAILS 160 MPH EA C • GABLE-Elp �� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52,70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.60) ZONE 3r = 83.8o PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DUfRNRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37'STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 10d RING SHANK, 210 0131 F1667 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/e" 0.113 SCREW SHANK PER INCH) RSS667 RSRS-0i RS 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX 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" OC .. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT B" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE is 10d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 9J RING SHANK GUN NALS-<'OC. i� wD m YP. EXT. SHEATHING ATTACHMEP a TER OR TRUSS ROOF SHEATHING O b o m U BUILDING LENGTH U n ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 1-"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 RAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE - 10d RINGSHANKGUNNAILB SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING #8 2" DECK SCREWS @ 6'-B' O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING \ YP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS T GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE T r. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE i70'OSE TO EARTH ORWEATFIHR NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAW NGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERS 3i4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRAG NG, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF POLYND ETHYLENEVAPORBARRIER MEMBRANE PROVIDE 64AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROIADV8IERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES ED PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRLICTURAL USES SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPTVYH R A DIFFERENT I E E Q ERENT DETAIL S SHOWN AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE W THAG 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BIKING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENQNG PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER I S DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING THE STRUCTURE ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. SYP #2' IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED W RE MESH, SHALL BE ASTM Al064/Al064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES.• THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0°OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB-ONGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" THE NFPA. TRUSS DESIGNS SHALL SIGNED AND SEALED By A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAW NGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A515A615M 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 INACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOAM: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND METAL LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS TIONS FOR COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLATION BRACING METAL -PLATE -CONNECTED 0 ' 20 psf TOP CHORD no oncunsnt REVIEW. TVP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD n nconcumnt #5 BAR - 30" #7 BAR - 47' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 18 pof TOP CHORD 20 psf TOP CHORD (7 psf ASPHALT SHINGLES) psf W No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTONS. 10 psf TM CHORD 5 psf BTM CHORD B 5 p THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH DEAD LOAD TO RESIST W NO UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf - WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED=160 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOAEL ROOF& FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (NBC R2020) 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: 10psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 2Opsf, 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: 50psf, 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: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWNGS SHALL BE SIGNED AND SEALED BY FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 407, BUILDING CODE REQUIREMENTS FOR MASONRY 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 STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BV 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 THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITYLENGTH ELEVATIONS DIMENSIONS ETC. ' ALL BLOCK WALLS SHALL BE TNOLELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR EL DRAW NGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478 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 SPECIWI FICALLY NOTED OTHERSE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION ATI TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GE0.TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM GRADES, Fy = 46 k'.R. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E ORS, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ka TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING, ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PR10RT0 OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT IXCEE S"d-PRIOR TO THE ADDITION OFCHSEPARAT PLASTICIZERSHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLYWrrH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHILL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIMESTAMPE WHEN CONCRETE IS EATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANYREASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACE, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FORCONCREfE CAST AGAINST AND PERMANENRYEXPDSEDTO EWTH(FOUNDATIONSk B. FOR CONCRETE EXPOSED TO EPRTHANDIORWFATHER 1-1/2'FOR 1B AND SMALLER 2` FOR 1N AND LARGER C. FOR CONCRETE NOT E)POSETOWFATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER S. I REMARKS APPLICATION sim TYPE 1 BPAG. REMARKS ANC. CAGE HAROFN®LOLL -LONG 8"QC GARAGEGOORBUCK TO M­­OWOWA6HER 'PIA NM45UNA FASTENER Y 80� 1 tlY"EMeED., a^ETD LIST., 60D,AL.IXTDOOR& CANE tNEO COIL 9" WINDOW/DOORIFASTENED OA40GE WOR BUCK 93"gA- 14'Ol�(Le"01f4 MBEO. 4"pJDgST., E3"EOGEgST. ix PT, 6EENOTEB 1 1 NAL 1fY'LONG.STAGGERED INTO MASONRYICOK'C. TO M49ONRYICONC. tQ^qA w/ WA6H3I EXPANSIONBXT 1<•O/C 11/Y'pW WINDOW BUCK DASEHARDENEDCOL s•'oro WINDOW/DOOR/FASTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING I. IT SEEP L11IY'LONG. 9lA ERRG INTO MASONRY/CONC. MASONRYICONC. REQUIREMENTS EXT, SWING DOOR No)3ltd'DA TAPOJN' f/3"EMBED. B"FND fe'm BUCK 2. PT, SEE- B DST., 11/2"EDGE019T. 2-INOOW SICK gFxY te" BMOC 1"END. DIBT.,11Q" PT T09TEEL COL., 9EE STAGGERED EDGE q6T NOTES WIWAS lJ NOTOS 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. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. IT, MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 0 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 Q� [Its O a a s sUNDIV. & LOTIil ABBOTT PARK LOT #43 BLK. #7 PROJECT# 4 81.000-43071 MODEL.• 4EBB "1826-CALI" GARAGE BWMG: RIGHT PAGE: DETAILS 160 MPH ER. C NO DA M 9/21/21 SCALE: 1/4"=1'-0" sIiEET SNI a. © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CON CR ETE/MASONRY) 8' MAX. nl=TA I I n J-U t1AIV IV t L FASCIA FASCIA WOOD BOARD BY OTHERS BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER BY OTHER 70 STAPLES INSTALLED EMB THRU SOFFIT AND 1X2 WOOD BATTEN 11 J-CHANNEL AT NAIL HEM AND IN VALLEYS 1 O STAPLES INSTALLED @ OFFIT 10 12" O.C. MAX (INTO (DOD) IN J-CHANNEL J-CHANNEL Q DETAIL B O SLOT �" MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR r2X2 WOOD BATTEN 10 10d NAIL AT EACH TAPLES INSTALLED 70 TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, 70 STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS J L `J-CHANNEL 30 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT 3Q J-CHANNEL i" � DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'--. !-—SPAN'L�: SEE DETAIL WA SEE DETAIL'E'_ — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL@ WALL, FASCIA@FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'D'--' SEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 (D SOFFIT :;�� -VNSTALLATION SCREW, G) J-CHANNEL- BATTEN ATTCHMENT Q e„ FASTENER SPACED 24" 90 MAX O.C. BY OTHER 2 1/4' NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) ,,,-STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) O.C. MAX. (INTO CONCRETE/MASONRY) OR ,--CONCRETE/CMU WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. "•rrrr?rri' ••. 13.519 r • r••r..' ••r•' EAVE WIDTH •• •::;riiriii'ii; .375 .375 (ROOF �• qg 3.625 3.625 .6 OVERHANG) 5 \ 08 .03 12 '-CONCRETE; ai CMU OR WOOD (NOTEA) DETAILA 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.a bdeslgngmup.com AA #: 0003325 S Ed Ed C � a 6 mmqN ABBOTT PARK LOT #43 BLK. #7 Pmoj mCT# 04181.000-43071 Moaais 4EBB "1828-CALI" GARAda SWINO: RIGHT PAOffi: SOFFIT DETAILS %160 MPH E C