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HomeMy WebLinkAbout7904 Sail Clover Ln10 i l > l l -ARIA6 7 2 4EAB i GO( NATIONALGTRIG t�GC?�, NNO � t,��v�°I-TILLS GR�311AG -f:1 v► H O M E S PE\jiE\N DPAJE— � � �����RH c►�� � PLANE �t 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 - BAG CODE, ABV. ABOVE LAY. LAVATORY DATE DXSCPJMON ng ED1 A ` T �** *M�* �1 1� M,�7•p �1f1 �wIV�Y �wN/i� A/C AIR CONDITIONING LUMMe. LUMINOUS ADI. ALTER ATE MC. MEDICINE CABINET AM ALTERNATE MIN MANUFACTURER ow" CD1S M&W ARCHITECTURAL SHEET DESCRIPTION a/bm ' pw �OpA DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - RB3IDEITT1AlA GROUP RS :CONSTRUCTION TYPE - VB D�p� FM 11�1LRlOR - CI�SS B AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAa. CABINET MTL. METAL CLQ CEILING N.T.S. NOT TO SCALE PG Cl—COVER SHEET PG GN— GENERAL NOTES ems CDBAE- D4/bllb Foarm REVISION PER M BWES 02M/A KANNMANTENNNCE TAMPA FL 33637 1 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) pl puNu[1 -BASIC WIND SPEED - Vult=160 MPII =t2i -EXPOSURE - C -I-STORY REMD)ENCE - -2-STORY RESIDENCE - MAg. IMGHT AS PER IACAL AND STATE CODES CLR. CLEAR DC- ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSH BUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT PLATE DBL. DOUBLE PLYWD PLYWOOD PPAIR CIA, DIAMETER PT. PRESSURE TREATED PG Ai —FLOOR PLAN I> PG A2D—ELEVATION 'D PG El —ELECTRICAL PLAN PG Pl —PLUMBING PLAN o3R8/O WSYMIED LNTEL SIZE AT FRONT ENTRY DOOR C&4M ADDED LED L&M • K=40 N N DATMW" PER MARK OWES Olt" ADDED STONE OPTIONELEVATI" V N'D' I TAM ADDED OPT. W-o' CEILNG WOW ION R. RISER P. DISPOSAL DIAL RAD. RADIUS DP. DEEP RAG, RETURN AIR GRILL os DOWNSPOUT �' REFRnIGERATOR DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID COREEXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SHEET HUNG EQ. EQUAL SHT. SHEET EG. EXHAUST SHWR. SHEATHING EXT. EXTERIOR 3HWR. SHOWER PG MI —MECHANICAL PLAN PG Di —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS emm REPLACE U° COM41MORS WM4 5 PGM CONNECTORS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 S .FP. CALC.'S "W0 OPr ✓S�-0' CL& NOT. ELEVATION V- REVM MIGHT OF ARCRUY OVOW1 M V Foe ORDAIN LIVNG *12 SaFT. COARAGE 437 5Ct FT. ENrRr � sa. F?. LANN� y� 8ei FT. msmm ADDED SCFFITDETaLa TOTAL 2295 SCi F1 F.G.FX FUEL GLASS SIM. SL SIMILAR F.G. FUEL GAS Si SLIDING PG WA3—WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FLR. FLOOR STD. ISH SLL STANDARD SS FLUOR. FLUORESCENT sws SHEAR WALL R. FDR. FRENCH DOOR SECTION FTC. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WAB—WALL ASSEMBLY DETAILS Fag: (407) 774-4078 O.F.I. GROUNDFAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER TOP. TOPOFSLAB GL. GLASS TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS 51.2—DOWEL PLAN PG S1.2A—DETAILS U.N. GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HEIR. HEADER W. WASHER HOT, OR HT HEIGHT W1 WITH INSUL. INSULATION WD. WOOD NT. INTERIOR Wow. WINDOW WII WATERHEAT W.I. WROUGHT TRER DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THEPG BUnDER ASSUMES ALL LIABHM FOR INTERPRETATION INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS ORDER DTOOBUnD T= ROB = BAASED�NTI SON � PG S2.2A—SAFE LOAD TABLES -- �_ DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BURDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3—FRAMING PLAN PG S3.1A—DETAILS cLARrFtCATION. PG S3.1B—DETAILS AB DESIGN GROUP WDL RESPOND TO ALL WRITTEN PG SN1—DETAILS RN's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAM NO PG SDI —SOFFIT DETAILS RESPON=nxrY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCnON BASED ON THE DRAWING SET. d N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdoslgngroup.com AA #: 0003325 a� iLi j LJwT T:BOTT PARK LOT #3 BLK#9 0418100-03091 3WDEIs 4EAB "1672- ARIA" GARAGE BWnM-. RIGHT PAGIM COVER SHEET 160 MPH EIT. C GEMMAL WM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h 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. IMYXMK 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, ONSTTE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. T DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAM All CARPOM 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING 15 STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 7M 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: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE WAND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLLNlNO 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 W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/." PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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. EKTEWORWALLCOV� 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 E1mmm F111NIBt 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, !4" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & 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-Cl063-19aAND R703.7. FIVE NMWMNT 0014TRUC= 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. Eu11CUORcmum 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) . CON11TRUOM 088MATLON CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE IMOTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S ICONTRACTOR'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. EXTIMINFFFF8 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) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 144I N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA k: 0003326 6 acraa:v ee w`I ABBOTT PARK LOT #3 BLK #9 PROJECT 04181.00 -03091 MOIDE� 4EAB "1672-ARIA" GARAGE SKIING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C 1 I (2) 3111152-SH (2) 3052-SW �LH 0/.CCM. 0 0 - - 1111 t - - �lo � - O 1!!!! o n N!!I o - m - o O - i - - - - - � ,1 a . o � 0 • -� - - o!!o------------------ ollo FLOOR PLAN 1/ . I -0 uuuululi Ls►%r.�r.�� SQ.FT. CALC. S LIVING 1612 SGt Fr. CsARAfsE 432 SQ. Fr. 9&WMW 38 SQ. Fr. LANAI 96 SQ. Fr. TOTAL 2238 Sa FT. B W=Jre FOR SAM OP9lIm AND TM IOIIME FWTAGE m 110!l ov" IaM= MIN. WINDOW I® 5 34/-45 CRITERIA EXTERIOR BWINCs IS 5 33/-43 DR MIN. CRITERIA SAD. MIN. 41 5 31/-39 CRITERIA 16" OAD. 112 5 282/-318 12'x12' SOFFIT I 5 319/-49,9 BASIC WIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, M(P =C, MEAN ROOF HT. 13'-0" 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. owls LOATSm" TOP PLATE 9 M BAR DETAIL HDR. DTL. B ScALZ 1/2 . NOTE. HEADER FINISH TO DE PER COMMUNITY STANDARDS NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENJM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OM NW xb ESETWEEN THE GARAGE AND RESIDENCE SHALL 1 E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMS-GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH:407.774.8078 FAX 407-7744078mwww.abdesig AA *1. 0p 1 O I]P almDry a LOT: BBOTT PARK LOT ##3 BLK ¢#9 RO.TffioT 04181.00 —03091 MODEIc 4EAB "1672—ARIA" GARAGE B'WMG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C 4' PREIZE RAND Mr.) 6' TRIM BOARD (TYP.) BWMGLE Ra 8'-0' Bfda. HGTs I'-0' FYPON BKTilxn oR EGxJIVALEN -" tI 4' KMWC - l 0'-0' FIB_ B'-0' BIb's. HGTs 1'-8 0'-0' FIN. FLIis 12 b L --------------- /'r•/--18'-0' SLOG. NGT. / OR EGAVALENT AREAOFArnC -- 3735 S4 Fr. NET FREE VENTILATION AREA REQUI RED 1/3m REQUIREDVENTILATION AREA 3135/300 = 7.45 VENTILATION AREA SO. INCHES PER FT.(144) = 1072.8 SO. IN. MIN. REQUIRED VENTILATION = .5X 1071.8 IN UPPER PORTION OF ATTIC 5%.4 SCL IN, OFF RIDGE VENTILATION AREA = 115 SO, IN. PERVENT 536.4 /115 TOTAL 0OF VENTS REQMRED 4AWS TOTAL # OF VENTS PROVIDED 5 -AREAOF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOROF WALLNO OVERHANGS INCLUDED OFF RIDGE VO4T \� 6 .i�iriii�=]I1111I\ ■mil doll 'F1= Ilt�:ii11��.- \ {\_,��I�1111(►��IIII=7ItImill mlll�E_ ,..''�1111�IIIIIIf111�11111111111mill. 11111 mill 1111111111111llilllal1Am_- FRONT ELEVATION 60ALE: V4 • I'-0' TEXTURED PM16H REAR ELEVATION 6GALM V4 • 1-0' TEXTURED FMIBH OFF RIDGE VENT OFF RIDGE VENT ---- - -------------------------- ---- 0'-0' FIN. FLI LEFT ELEVATION SCA-E, V4 • 1'-0 TEXTURED FIN18H OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION • V-& TW<R411=1 rINIGH / 2' I'-V' I I : A I I DECO. DETAIL 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA r: 0003325 b F ounniv. as LOT: ABBOTT PARK LOT #3 BLK #9 PROJECT 04181.00 —03091 MODRIA 4EAB "1672-ARIA" GARAGE 1 1WMG: RIGHT PAGE: ELEVATION I'D" 16VWH E . 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R. 5018 • 1 at 85WILi Met 100% 65 _ Taw G.new . a Rao yw 5081 Ckb* adc TONIYaas (kneel Us 3 Res PA A 8 635 5087 I L - I I I I a I I I I L I LED LIGHTING ® DOUBLE LAV. A 150 AMP ELECTRICAL RISER NOT To SCALE. A w OCINCi,L MATWNA AND, WTALLATh" SHALL COI#LT Ye M ELEGTRCAL rMV1elGNe OF THE rem 7m COMPANY onailow4imm 4'.ODM, /ND ALL LOCAL POIIlIe S ALL CQDUtTORS SHALL M TYPE 71114NM" UNLESS NON® 0"40% . �T I 1 I L I LED LIGHTING @ SINGLE LAV. BA ODMICONNE=SLAND ELECTRIC METER N Nm'A ale E4CLOeUNIE NTER YWM BOIOW 7091W". AT LOW VOLTAGE COONCTIOHM 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 W WW.abdesigngroup.com AA #: 0003325 1 b eummxv. ae LOT: ABBOTT PARK LOT #3 BLK #9 PROJECT 04181.00- 03091 moDmXt 4EAB 1'1672—ARIA" GARAGE 8WWQ; RIGHT PAGE: ELECTRICAL PLAN 160 M21i EXP. C 1� PANEL MAY n 144 CL SERVCE G0111i CONNECT® TO CONgelTE INCASED FCOTER STEEL PEe ELEC11eIGY. PROVISIONS OF THE Pak=del TIN M" DA X S FT LONG COPPER CLAD GreCUHb a= DA.05/05/21 OCA=: 1/4"=1'—O" e�Ex E1 i i I II I I i I II I I I I I 1 I II Ii • -- v I O I I n i i ii I i ----I --- I I 1 I I II II I III III III III I 11 II II II II fV 3m'xbm' i ��i ii I i -�ii i i i I K0 M I L---- N I J e � I 1 PLUMBING PLAN -GALE: 1/4 a I'-V �in.. 2' V.T.R 2 \\ KITCHEN C I ,,Cl 1/2' AUTO VENT 2' V.TR I TUD '-2. �1 �• I,e 1/2' I I \ I I/1• I LAV 1 1/2' • \ r1 I/2' �� I 3 � 3' WARNER I LA . LAV. I WO I 3 SHIM GA. TO MAN 3 4' PLUMBING RISER '.1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 1 13 4 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC 'ITN EDITION (2020) MECHANICAL 15LM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES NAA NET BE LOCATED CLOSER THAN I0 FT. FROM ANY CHMINEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL DE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER POO ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCASED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTANNG BATHTUDB, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC IT14 EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOIMB, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED, 9. ALL FIRE RATED CEILNGS AND WALL6 SHALL NAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACGE86 DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FDC TTH EDITION (2020) MECHANICAL CODE SECTION 60T. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 1L DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL FANTECH DBP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LNE- RETURN TRUNK BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 0 THERMOSTAT MI PASS-THRU AIR GRILL NOME ALL HVAC TO NAVE PROPER PANS W/ DRAINS SECURE STRAP TO GONG. CONDENSERUNI ATTIC W/ (2H3A6'X2' TAPCONS SfMPSON WE, ROLL STRAP OR E014L CEILING O O EXTERIOR WALL PLENUM y AIR RETURN 4' CONCRETE BLAB GBXI BMPTTO L 8GRE1 f 2) SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LINE NOTE' MAIN COND. DRAIN 3/4' DIA OVER HEAD 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LIKES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENBNG UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3093A HVAC DRAINS BCORIATED NICKEL BRONZE FL PL. FIN FLOOR OR W4LL COUNTERSIAJG GA. PLUG ---SEE 8F'EC. BRA" PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56"D N61DE SERIES NICKEL DRAW TOP CAULK P.v.0 OPTVSPEC nFLOOR SLAB CLEAN -OUT (TY�P.) FIN. GRADE OR PAVING I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (T MECHANICAL PLAN -® NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION NJ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.7748078 FAX: 407-7744078 www.abdeelgngrouP.cm AA !A 0003325 V 4 F fA BU13DIV. 8e LOT:BBOTT PARK LOT #3 BLK #9 PROJWT 04181.006 03091 MODICU 4EAB "1672-ARIA" GARAGE SWU4G: RIGHT PAGM MECHANICAL PLAN 160 MPH E . C ..�.�� 2X4 TOP PLATE r:-wv Y PRE-i'M TaUS6 V2' CLG. BOARD I/Y ORTWN.L --, T` r SECURE BT. — PLATE TO SLAB WV I0d MASONRY NAW. • 32. OG. MAX FIN. PLR 2x4 WOOD STUDS 024' O.C. TIONS SUPPORTING HUNG PLUI'1BINCs tES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2xb, WHERE ED NOT MORE 24' O.G. (1)TYP. INT. WALL (NON—BRG. ) D1 SCALE, s/4'.P-0' FIBERGLASS SNINGLES— WITH UNDERLAYMENT AS PER PISM SM. U. ROOF SHEATHING THIC*668 AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IA' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY TYP. O.W. FIN. FLR.L_ ¢/8' GYP6IU'9 B! OR 1/2' HIIGH STRENGTH CLG. BOARD IS/S'OR5 IR' DRYWALL 3/0' TOP CHNANNFL (25 SA) V2' DRYWALL 3 SM. OR 5 "' METAL STUDS 24' O.C. 20 GA MEAL TO BE INSTALLED IN UU4l L8 RECEIVINS UPPEW LOWER 3 5/S' OR 5 CMN•ETS AND tU6/SHOLLQR 25 3/S' BOTTOM GA METAL TO x INSTALLED C 4A NEL (25 IN ALL OTHER WALLS. STUDS GA) SECURED TO BE SPACED 16' O.C. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM? PAP s TO WAILS WV TILE FINISH WOOD FLOOR UV VW WOOD SCREW —MN16M FLOOR 1—STORY TYP. INT. WALL (2)METAL STUDS NON—BRG. D1 SCALE, 3/W-P-a SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL --R-4.I INSULATION L WINDOW ATTACHMENT AS PER MANUFACTURES T— SPECIFICATIONS r I I STRUCTURAL Ix2 P.T. FURRMG— STRIPS • 24' O.G. 6' CMU 1/2' GYP. WL BD. - WOOD BASE — 4. a.. -a A q: n W/ WINDOW OPENING ti FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER I S= 906U.1. ROOF 6FEAT14MG THICIQrE68 AS PER SWEET 6NL SECURED PER FASTENER SCHEDULE MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF SHEATHING THICKNESS IS e ENGINEERED PER ASCE 1-19, IN �•" "r ACCORDANCE WITH FOCR 2020 1TH EDITION, SECTION R301.13 AND 160115.1. B TYP. WALL SECTION NO OPENING NOTE; METHOD TO ISE USED FOR THE 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'.P-0' UNDERLAYMENT IN ACCR ODANCE WITH FOCR 905.1.1.1 OF THE F8CR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 048611 TYPE III OR TYPE IV UNDERLAYMENT. 2 GAS LINE THRU BLOCK yr FIBERMLAASS SHINGLES WITH UNDERLAYMENT AS PER POCK WS.U. ROOF SHEATHMG THICIQ.E66 AS PER SHEET SNL SECURED PER FASTENER SCHEDU E MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL 81 EATHING THIC MESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 6' Cm on au w 9' W TW= 2 COAT - PORR/!D COMM PLANa! AFFLlD TO ASOM T MYOli f1lT irm pm a GARAGE DOOR JAMBS D1 SCALE:11/2*-1'-0' i 2X4 81-F 24' Or- MAX.— SECURE /(2) t2d NAILS END 2x BLOCKING BETWEEN TRU6SE6 —PER STRUCTURAL DETAILS— STIFFBACIG AT ALL UPRIGW PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT. 2x RAT RUN SEGUI�D PER:/ STRUCTURAL DETAILS J'/ SEE ENERGY CODE FOIRMIS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. RURRI STRIPS • 24' 1/2' GYP. WL. WOOD BASE oa C .7 > TOP" I- RYA FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBC1R SM.U. ROOF SHEATHING THIC ),IM AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT WALL SHEATHING T14I006-56 AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNL PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS cm 0'-0' FIN. PLR . a. e . ROOF SHEATHING THICKNESS IS ~ ' ENGINEERED PER ASCE 1-16 IN ° ACCORDANCE WITH FI CR 2020 a' 1TH EDITION, SECTION R301.13 _ - AND 160"J. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO SE USED FOR THE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'-F-W UNDERLAYMENT IN ACCORDANCE WITH FSCR S05.1.1.1 OF THE FL CR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486% TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH:407-774,6078 FAX 407-7744078 www.ebAesigngdoup.com AA M: 0003325 b o IP BUIBDIV. aLOT: BBOTT PARK LOT #3 BLK #9 IROJWT 04181.006 03091 MODMIs 4EAB "1672- ARIA" GARAGE 81MCG: RIGHT PAGE: DETAILS %160 APH EXF,C Tam 2X6 P:T. • CENTER OF DOOR WAOM eBCUPM NV (V 1/2• x 6' J-m01-T Wl 4' MN SMB®MB4T W/ 2' x 2' X V6' WAGWR 4 NVT on W (2) 1,12' X 6' ANCHOR BOLT6 W WHIN. E`!lDM DIT W 2• X 2' X VS' WASHER 4 Wt- E I TO BLK IV 1/4'TAACOWO i V2' mmem. ►' or, 4' END DIET, 1 V2• EDOE DIET. of eteEe I x 2' X V6• WAGNER 4 N)t. (1)WITHIN6' m TOP, (1)WITHN 6' OF hE BM ® (S) VAINLY $PACED. NJ lair NOTE& ALL ANCNOIM SHALL NO N ACCORDANCE TO MAMPACTJII[" INSTALLATION N67PIUMIONS WIRE OUCH NSTPIOCTIONS AM MORE STRNMW GARAGE DOOR ,,W 6m ATTACHMENT rr 6' Cm V2' DRYW44.L I�tMt' PT. NA DOOR DOOR M4 P.T. OR 6/4'X4' MN 6ECU IE THRJ FRAM 4El EXTIM 1-V4' INTO ELM BLOCK IV NIS' TAPCONS �NM MN SHANK SIZE J46 MN WAD SIZE !00 MN EPOEDMI M 1-V4• WTHN 6' OF EACH WHO JAMB OR WINDOW 4 W OL. MAX SPACING ATTACH TO 2X PER MANUFACTURES MAL& NOTE, OHM AS NEEDBO TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +8/4" A 111ND01I TO BLOCS +3/4" OR +8/4" 2X4. m GROUPIE TO BLOCK IW 3/I6' TAPCONS MN SHANK SIZE J46 MN HEAD 612E 300 MN EMBEDMENT 1 V4') WITHN e' OF EACH RFD 4 W OJ:. MAX 6PACN3. 2X6, m GOMM TO BLOCK WK2) WIG' TAPOOMB MN SHANK SIZE .Wb MN MAD SUE JIM 4•) MN B'BEDLEND 6, CAN! WITWIN W OED4 W Or. MING VZ'DRYWALL 2X6, ®❑ IA4BECIME 10 Pt. NAILERWK2) N** B ( N SHANaMN DOOR CASING HEAD DMN E7DL'V4')WTHN W OEND4 M'Or- M SP'C�' DOOR JAMB OR WINDOW ATTACH TO 2X PE! MAN PACTUPIR8 OSTAIL& NOTE, SWIM AA NEEDED TO PLUMB JAMB (DO NOT R)CEED VW) DOOR JAMB TO BLOCS +1 1/2" rlffi DOW TO BLOCS +1 1/2" n 2X4, m GROUPS TO BLOCK W WW' TAPCON6 MN SHANK 61m 10 MN WRAP 612E !DO MN ETee0MBir I V4') WITHIN 6' OF MAC14 ED 4 W = MAX SPACING 2X6. ON MOM TO BLOCK WK2) W*' TAPOONS MN SHANK SIZE J46 MN BEAD 612E !00 MN E NNMX EW 11149 WITHIN 6, OF RASH END 6• Cm 4 W OG. MAX SPACING �DRruL4L1 2X6. ® ❑ 1, 6RCUP E TO BLOCK WK2) W*' TAPCON6 P.T. NAILER MN"J46 1K' OBD. X 4' nN MN WEAD 61ZS J00 MN EMBEDMENT I V4') DOOR CAAMG WITHIN 6' OF SACK END 4 16' Orm MAX BPACRIG. DOOR JAMB OR WIDOW ATTACH TO 2X I" MAN UPACT U b MAIL& NOTE, SHM A6 NENDSD TO ft" JAMB (DO NOT EXCNS'D V41) DOOR JAMB TO BLOCS +1 I8/18" t;\VRw To RLOCK +1 AVIS" 2X4. Will SECURE TO BLOCK UV 3/I6' YAM" MN SHANK SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT I VW) WITHIN 6' OF EACH E0 4 W DO, MAX SPACN& NOTE, 67RUCTU AI, 2X h116T BE 2Xr. ® ON OUTBIDS 4 sSOUREp OSCINE TO BLOCK THROUGH NON-OT PIUCTURAL LL60(2) W*' TAPCON6 WW' TAPCCN MN I-V4' MN SHANK SIZE As wimEDMlNT INTO BLOCK MN HEAD SIZE 'J00 MN EMBEDMENT 1 V4') WITHIN 6' OP EACH END 6' CM 4 W O.G. MAX 6PAGNG V2' DRYUMLL 2X6, m ❑ 6ECUIS TO BLOCK W92) SAW TAPCON6 P.T. NAILER MN SHANK SIZE J46 DOOR CASING MN HEAD 612E !00 MN 010MO W 1 V47 WITHIN 6' OF BAC14 W40 4 W Or -MAX $PACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIPACTUIES DETAIL& NOTE. 614IM AS NNEOED TO MJJM J JAMB (DO NOT EXCIE D 114') DOOR JAMB TO BLOCS +2 1/4" r1111PiD0 TO BLOCK +2 1/4" y 2X4, m 6scupe TO BLOCK II,"' TAMONG MN SHOW 613' J48 MN HEAD 61211300 MN WIM= INN I V4') WITHIN N CF EACH END 4 M' OC. MAX SPACING 2X6. m SSGIPR TO BLOCK WK2) W*' TAPCONS MN SHANK SIZE J46 MN HEAD SIZE J00 MN EMBEDMENt i V49 WITHN W OF EACH END 6' CM 4 W OL. MAX 6PACNG 1/2' DRYWALL 2X& 1=1 SELTNE TO BLOCK i7c4' WK2) W*' TAPCON6 P.T. NAILER MN SHANK 612E Jo DOOR CASING MN HRAD SIZE !DO MN EIBEDM@4T 1 V4') WnWN 6. OF RAC14 M 4 W Or- MAX SPACING DOOR JAMB OR WWOW ATTACH TO 2X PSR MANIAAGTINES DETAIN.& NOTE, 001 AS NSSDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" @mup 1, atnrtl +a" 2" m MOW& TO BLOCK W/ ON.' TAPCONS MN 6HANK SIZE JA MN HEAD 812E Jae MN EMBEDMENTI Iw) WITHIN N OF EACH END 4 16. OL. MAX SPACING NOW, 8TPIUCTURA. 2X "AT BS 2X6, ON ON OUTSIDE 4 OSCWED GROUPIE TO BLOCK TWPkX H NON-6TRUCTUMAL WV(2) WWI TAMCM '*• TAPCON MN 1-114' MN SHANK 812E 30 E'MMM ON, INTO BLOCK MN HSAD SIZE !DO MN VIONOtIM 11149 e. cm WITHIN 6' OF EACH RFD 4*OJ:. MAX BPACNG _ V2' DR'(WALL 2X& ® IIA' SOCUPIR TO BLOCK P.T. NAILER IK2) SAW TAPCONS MN GH4NK SIZE Jo DOOR CASING MN WEAD 61ZR J00 4 MN EMBEDMENT 1 1/4') 2 N0 2X SECURE TO TF1N BTRUCTIIRAL e• OP EACH BED 4 r' TO e• OG. MAX DOOR JAMB TO BLOCS +3" :P)uwL TO_..ffinrr 4w 2X4, m SCCU IN TO BLOCK W) 1/4' TAPCOND MN SNEAK 64R la MN HEAD 61ZR Jo0 MN RMINEP ORT I V49 WITHIN W OF EAC44 ED 4 W OZ, MAX SPACING 2X6, IZE OSGJPS TO BLOCK WK2) LAW TAPCONS MN SHAW SIZE JO MN HEAD 847E 300 MN B'EEDNENT I V4') WITHIN 6. OF EACH END 4 B' OD. MAX SPACING 2X6, Im OSCINE TO BLOCK WK2) V4• TAPCONG MN SHANK SIZE .N6 MN HEAD SIZE 3" MN. 6'IONOM EW 1 1/49 WITHIN 6' OF EACH END 4 B' OG MAX SPACNG 6' cm V2' DRYWALL IIAW P.T. NAILER T/Ir' OA& X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X I" MA41fACTNE6 DETAIL& NOTE, OWM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" O W TO BLOCK +3 7 18" 2X4. m 6EgSE To BLOCK IV 1/4' TAPO" MN SHANK 6tm J48 MN HEAD 612E J00 MN EMBEDMENT 1 V4') WITHIN W OF EACH END 4Is, =MAX OPAC;ING 2X6. m 81 CUE TO BLOCK WK2) V4• TAPCONI6 MN $HANK 8Ua 145 MN MAD SIZE 300 MI. EMBEDMENT I V47 WITHIN S' OF EACH END 4 16' OC. MAX SPACING 2X6, m SECT$E TO BLOCK LLK2)VW TAPCOFM MN SWANK SIZE 30 MN HEAD SIZE 300 MN E'BSDhlM I V4') WITHN 8' OF RACH END 4 W O.C. MAX SPACING HOTS, STRUCTURAL 2X "AT 09 ON OUMDE 4 OEC2$ED 70111110" NON-6TPUCTURA. SAS' TAPCON MN 1-V4' ETB1roMNs4T NTo BLoac LN 6' Cm V2' DRYWALL 1-. RT.T. NAILRR P R..T.X 4'MN DOOR CASHES DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, 6NM AS NEEDED TO PLUMB FN414J54G11JIE6 DETAIL$. JAMB (00 NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" 11IIJ�01/ TO BLOCK +3 3/4" 11441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744076 www.abdosigngroup.com AA N: 0003325 IIBUBDIV iAT: ABBOTT PARK Ip LOT #3 BLK #9 PROJECT 04181.00 -03091 MODEI4 4EAB "1672-ARIA" GARAGE 8WnWG: RIGHT 1 PAGE: DETAILS 160 MPH EXP. C 8CA=: 1/4"=1'-0" 1 D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL JI MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 21473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 23872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021. 20446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/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 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 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 22/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/Z023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.2 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16S03.1 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 25332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/32/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT.DOORS SECTIONAL 2020FBCR 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'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2D21 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 1Z/31/Z021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING 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 12131/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 9/17/2021 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 29901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2D23 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 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 PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7Lh EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngfoup.com AA 8: 0003325 C F ISVSDIV. ale LOT: ABBOTT PARK LOT #3 BLK�►#9 04181000-03091 mopmia 4EAB "1672-ARIA" GA1RAGN sWMc: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 WH EXP. C DATjL. 05/05/21 sOALffi: 1/4"=1'-0" sHm D3 r"ERoRreD CoapwL JONT FLA 1 OF CONTROL JoHm ME w11RED TWO TO LATM ■ 7• OG MAX (VERTA NaM, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P ST1D EXISTS OEYOI.D EXCEPT STAPLE& Wv Sexcum�CQR� L�JOIN � 1Ei'7P. DURING NSTALLA110H -- P44STElEIRS TO Esi SP •TOG. M4X VERTICALLY — \ nTW G a C40AT cEM04T WRm LAYER 7, PM 'u m! Bu1LDN6 PAPER APPROVED FETAL LATH FASTENED n' (VWJ OD. MAX AT SLPPORTS WW LATER STucco WRAP Low 04EAT14m NAVETAMM LATH SHALL BE CoNrmh" TH 0tJrW4 JoNTB BUT BE SToPP® TED AT EACH SIDE PROVIDE 2X4 0401M PER ASTM CA""51-1 PLACED FLAT MAX. S' TO S' FROM CONTROL JOINT WEN \ CONTROL JOM FALLS ON � @ERS FOR LATH TO ME NAYS ORS i BTRUCn4b1L STIR STAPLES N COMPLIANCE Wu ASTM CIESS 2. WRE TIES TO BE (NO. Wu 0p415' WRE /^ & OLOCKNS SNOILN MAY M IN ADOMON \ TO uLeLL SnIDs RT:fiIIIIED PER PLAN / O"M" TYPE CONTROL JOINT OtICLD NIW.PLA O Pt. A N4WalOe L � a Pr. E A C1WMS a FL C OL ICLD DOPM a PT. A L aaAr • PI . rCLD e p. ® l P0.D MI4rRf a PL A L CAAM a PLs s CNRa�■ a PT. C 4 PeLD Pr. C ovm Fr. ■ TILL Pr. C TOUGH norm" RAN= R. Y 0 .eTreM pima NMT4R TOW M AL moo DO. bw cwt. LAYER 41 PORNFIEER >NG FANN (REAP! alT) T%. APPROVED BUILDING u4RAP SHALL OE LAPPED A MND" OF &' ■ VEFIT CAL LAI% (ROLL END!) 4 &' ■ NORROHTAL LAM. ALL SEAM* NEED TO ME TArW WTH POWDER SIEATWM TAPE / r nNa LAF • M■TAL LAT/ \ LATw VlUVlCAL LAP TO BE I' METAL LATH UM LATER eL I � 3 COAT �'�T STUCCO WARAP AF■R LM ■ aI METAL LATH ARE. LATER-2. Pow"mom tll-- I UM LAYER -2.. R IMOM \ EULDNS PAPER R. LAP 2 SCALN. rI IR •I'-6' ® KICKOUT DETAIL - t E ae ew RaR � BrL1 R! j FALL rLA,rns a mu R.UIEn� SoreCF RpoF a RYLL Naa4RWCTIow VERTICAL LATH & PAPER DETAIL 609 LAM Cr METAL PLASTER BASE& SHALL BE SECURED TO FRAYIM111 fL NS pE BETWEEN &!PORTS WTH 00410-IN. (171-MFU WRE AT NTERVAL.S NOT MORE TFm E• ("%-"-U. AS PER A&TM CIS&& FM IWAIR OF TEARS IN UM LATERE, TEARS MAY BE PATCHED WA40M WRAP TAPE PER MWMR SPED OR F M 4 STICK wo= SIEAn EUWDI I -APO STU= SIEATMINS To UM LAYER 4, PORTIneee WALDan PAPER METAL LATH &h&• SELP-ADNIE100 Mm'ERAME PLAENNO OVER 4',W 4St4• Sl5F-ADNlPN2r MEMBRANE PLASMNS OVml APPROVED MOUSE WRAP. B.iM4++N. TG on9n sure PIPE %' CONT. BEAD OF SEALANT INSTALL APPROVED NOU80PAP AIR WILTRATION DAPOW OVER SECTION p s n N Exterior — of pwknd cemm4 plaster "N comply wkh the appkdiDn mqui—ents of ASTM C M&18b. Irotallation of a#Prior lattkq eM t-ft .2—Ply with ASTM C 1OSbi9e, or ASTM 1787. El` sl 1' OR LESS FIFE PENETRATION CUT AND OVERLAP ONE SWx CF- SELF-AONERmrs M OMINt ME FLASHN6 STEP 41 WOOD SHEATHING OR CMU WRIB 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 ROOFAVALL 8CREED z 5'X5' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING L (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. 4• NETiRATI 6k. LEGEND- ~ MATENAW OVER 4"' SELF-APNOtM MB•eRAME A -AS* 41 OVER APPROVED HOUSE WRAP. R.ASMNG TO EXIwJD OITO PNPE CUT AND OVERLAP ONE SIDE OF FLASHING �' DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR T/161I ZIP WALL SHEATHING SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.77E-8078 FAX: 407-7744078 www.a bdesigngroup.com AA M 0003325, ®aQ edQ g y 4 ` Q O>aDly ac Loa' ABBOTT PARK LOT #3 BLK #9 PROJEOT* 04181.000— 3091 MODZIA 4EAB "1672—ARIA" GARAGZ aWINO: RIGHT PAC AU WALL ASSEMBLY DETAILS 160 MPH DYP. C Ia A 05/05/21 CAIM 1/4"=1'-0" *ECaT W A 1 6' FLANWS, OF NON -MOVABLE FRAME OF THE 004Au6T. waENCE OF PLA&HNG 70 BE: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP 16 TO BE SET IN BED J OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DELECT WATER AWAY FROM JOINTS. E-2 BEAD ALL AROUND VE ff-APPLY SEALANT ALL JOINT& AND INTERSECTIONS r APPLY SEALANT AT PERIMETER OF BACKER ROD NON-MOVABLEFRAME AND STUCCO CAULKING b JOINT I I AZI-l. AR01��6' i I PER SECTION i I 6Ar1oT kftw Snd olSalarNla BACKER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. -1t(, 1 r'. installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER 9, STUCCO uN¢AP HOODED VENT ��3 COAT CEMENT 7 C: METAL LATH WRB LAYER n, FORTIFIBER BUILDING PAPER WOOD SHEATHIING DRYER VENT (FRAME) WOOD SHEATHING LAYER H STUCCO WRAP LAYER •1, FORTIFIER BUILDING PAPER coNa�nicTloN —METAL LATH a' CM VINYL CASINO DEAD 6' RAISED BAND `� . li' TO Jf' tlID�119LL W UNDE STRIP SELF ADHESIVE Pt.ASHINIA CLEAN MASONRY OP —POPE APPLYING Z FLAlHIRG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W,/STONE VENEER ( FRAME TO BLO C KI LEGEND 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 SHE SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-7-14a, 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 PFM ANUF, DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THI60UGH tU,4LL 1 6' SELF ADHESIVE— PLASHNG (INSTALL PER MLANUIF. SPECS.) BUILDING PAPEI UNDER 'QUICK FLASH A VENT PENETRATION SCALE. NT.B. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRS LAYER P, STUCCO WRAP WRS LAYER 02, FORTIFISER BUILDING PAPER 3 COAT CEMENT X' TO V MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED I _1_� ' � WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE lU LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM I -- .--' SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION UM LAYER STUCCO M WOOD SHEATHING HOUSEW RAP BELOW CUT &UCH TWAT - NO 1'9EMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-z DEAD OVER 60 MN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND NTERBECTIONS WOOD SHE,ATHIING um LAYER M, STUCCO ~ METAL LATH wow I/ CI"T1 =WIN FMIS� PAS T1aN TO WOOD STRUCTURAL MEMBER MAX a• eru PSI q T. — L b' WOE STRIP SELF ADNEaNE PLASHIIYs, CLEAN MASONRY D®ORE APPLYRI6 V FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKI 6' WRIS LAYER 01, STUCCO WRAP . :,:::�:....�:..�....: WRO LAYER 01, STUCCO WRAP 9 _ APPLY 60 MN GRADE 'D' FEL T SELF -ADHERING MEMBRANE FLASHING OVER SELF -ADHERING FLA6HNCs OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIEIER BUILDING PAPER STEP *3 STEP *4 ELASTOMERIC COATING OVER STUCCO/ CT/. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 ST = #(o l 9) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32760 PH: 407-77448078 FAX: 407-7744078 www.abdoeigngroupcom AA 9: 0003326 S3 b IBUNWIV. & LOT: ABBOTT PARK LOT #3 BLK #9 noizCT# 04181.000-03091 MODRITA 4EAB "1672-ARIA" GARAGE B1111IING: RIGHT PADS: WALL ASSEMBLY DETAILS 160 MPH EXP. C WW(r. WOOD FRAMED WOOD CHEATHI NG uW.L WRe LAYER �, UD &-FLOOIR DEQCWN9 STUCCO WRAP WOOD WRB LAYER 42, PORTFWeR PRE-19 ID ?Plum* - CONSTRUCTION BUILDING PAPER %' NAT CF64NNFL i' THICK 3 GOAT CEMENT WCATIEIR IRF&6TIVE KWARREIR -1 TYPE W DRYWALL PLASTER WEARIER RESISTIVE _ 6' SAP. • TOP OF WEEP SCREED MARRINK -2 - TO SHEATHING BEHIND WEEP SCREED P NICK b COATMAOTTIES WOOD SHEATHING �� 4' POSITIVE DRAM METAL LATH i \ WEEP SCREED ulaoD eKaATHWNo _ WRB LAYER M, STUCCO WRAP , i' THICK 3 COAT CEMENT ' �� ``\ Ys' GAP FOR PACKER PLASTER EXTIMOR GRADE ROD 1 SEALANT W SELF-ADHEREMG cw VALLL 11VWC T8m CUSTOM C461 " FLASHING WRAPPED • TOP OF WEEP SCREED �� D COAT CEMENT VINYL CASING BEAD — i TO SHEATHING BELOW a. raeltn,E eRaM WELT ea�o WATER PROOFING bt y WRB LAYER 4, NO ear M rm a JCL GSA OEAQ LAYER (2 LAYER PEEL i " a STUCCO WRAP (SHOWN FOR CLAR'ICATION OF a STICK) SEPARATE ACCE660RES ONLY) WARD LAYER 42, FORTIFICER BUILDING PAPER �. yX..y i1,•4. ; ...: d.,. �`... •f r: t-� � 6' N SELF-ADFEREGUM � LAYER PLASHING WRAPPED STUCCO WRAP jv. • CORER OF CANTILEVER AMICD All"_WrWC-180 1 Yz"; -� 0 ANTILEVER DRIP B 1-.I18TOM CASING EAD _____---_ EDGE NO GAP M FIELD (SHOWN FOR CLARFICATICN OF SEPARATE ACCESSORIE6 ONLY) CASING BEAD 1OA DTL. ® CANT. NOTE: METAL LATH: LATH TO BE PER SECTION R703.7.1 / ASTM C-541-14a, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WAT14M RESISTIVE CARRIER h UT� SILIENTWEATHER RESISTIVE AMEL BARRIER 4 VINYL CASING DEAD i' THICK, 3 COAT CEMENT PLASTER S/S' TYPE 'X. DIRT111.14 L METAL LATH WVTEXTURED t PAINTED WOOD 6 EAT14NO FINISH �THICK �9 GOAT CEMENT (2) 2x12 HEADMR VINYL CASING BEAD LNO GAP IN FIELD (SHOWN FOR CLARFCATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTIWITON WEATHER RESISTIVE BARRIER ol WEATHER RESISTIVE BARRIER n VINYL CASING BEAD i' THICK, 3 COAT CEMENT PLASTER TYPE 'A' DRYWALL METAL LATH WrtExn1RED 4 PANTED WOOD SHEATHING FINISH THICK 9 COAT CEMENT NEADNER/BMAM PLASTER VINYL CORNER DEADAm VINYL CORP. 4'POSITIVE DRAM 119111110 WEEP acs VINYL CASING DEAD NO GAP IN FIELD (SHOWN FOR CLARIPCATION OF SEPARATE ACCESSORIES ONLY) @mlp—��S TALLATION 3' X 3' 26 GA GALV. FNI6H LAYER (2 LAYER METAL D RIP EDGE PEEL STICK) SET M 19UI.L OW OF 6' PEEL R 6EALNNT,K' MIH. STICK • DRIP SPACE FROM Dltll' Rpm TO DECK FACE TO TREK Y♦' GAP FOR BACKER 11I'xl i4' P.T. OR 8I'14.ATED ROD 4 SEALANT WWOOP [TREX)PILI.ER vINYL r.w.WNG BEAD CONTMWOU6 WATER DROOPING IWt 5 WEATHER RESISTIVE LAYER (2 LAYER 14M � BARRIER M 6TNOK) WIRAPPED FROM WEATHER W616TIVE BALCONY �IDECK t0 �r BARRII'-R 02 PEEL 4 STICK • DECK MEMBRANE, TO vwx—� am EXTENDOVER DRIP Ka � 3' X 3' 26 GA GALV. METAL DRIP EDGE SET M IVLL I ED OF CONTINUOUS rncE ry itw� Y' GAP POR R SEALANT JIEBQ WATER PROOFING lotPINION LAYER (2 LAYER PEE. 4 STICK) 5/4 RESILIENT NAT CHANNEL LAYER (2 LAYEREEL P4 STICK) WRAPPED PROM BALCONY DECK TO MIX.M. CEMENT PLASTER METAL LATH WOOD GHWANING WVTDCTURED aI PAINTED -- DNEIICR FMibli 11 WEATHER RE PLAS�3 COAT CEMENT CARRIER n 4' POSITIVE I WEE•Aam VINYL CASW , DEAD pMO GaP M PIELD (&NOUN FOR CI-4WICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION -COLUPM SHEATHING WEATHER RESISTIVE CAM�E�R M -WEATHER RESISTIVE CARRIER 02 -&' SAP \ FEEL 4 6TIFK lo-IYp'x3' 'L' FLASHING RILLY EM ISWCeD IN ROOF CEMENT 1)JV X 3' 26 GA GAIN. METAL DRIP EDGE SET M KILL CED OF SEALANT. P MIN. SPACE FROM DRIP FACE TO TREX STICK CONTINUOUS A' GAP FOR SEALANT OPT. BACKER ROD. - MODIFED 9O 3/4 RESILIENT HAT CHANNEL WEATHER RESISTIVE DARRRIER 01 WEATHER RESISTIVE CARRIER 42 COLG°"HI" COL" SHEATHING LE G E N D •' SAF. Isla' %.' +ING DRAINAGE PLANE (WRB Rom M D LAYER *1, STUCCO WRAP) 1 J1' X 3' 26 GA GALV. METAL DRIP EDGE WRB LATER 02 (FORTIFIBER - - - - - -SET - - IN KILL MID or VMIN. BUILDING PAPER) SPACE FROM DRIP /PAM TO TREX EAD METAL LATH x—x—x—x WATER PROMMG rot LAYER (2 LAYER PEEL ( STICK) WRAPPED FROM STUCCO�- BALCONY DMCK TO CANTILE s COAT WOOD OR 7/1(o' ZIP WALL i' THICKK CFJ'ENT PLASTER SHEATHING PETAL LATH uWrtExnIIRN . PANTED -WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FINI6H i' THICK, 3 COAT CEMENT �-4' POSITIVE DRAM PLASTER WEEP Sf'REEn GAP IN P FAD VINYL GORIER DEAD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) SCALE. NT8 WOOD "ATHING WRB LAYER q STUCCO WRAP 6� 2x PRAMING MEMIBER i THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIRBER BUILDING PAPER—� FASTENED TO SHEATHING T' Or- MAX METAL LATH WIRE LAYER 41, f-MIETALLA114 1' THIGG, 3 COAT CEMENT STUCCO WRAP PLASTER WOOD SHEATHINGSHIW-s FLASHING SPMKR—BEAD® FRAME I DRIP CAP 2 1/2 " CORNER HEAD (FASTENER 4 SPACING 0 1' O.C.) CMu 1/2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WINDOW FLANGE CLARITY) WJRB'LAYER 7, STUCC7 WRD LATER 02, FORTIFIEEIR BUILDING PAPER ' METAL LATH THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING WOOD SHEATNINCs WRB LAYER 01, STUCCO WRAP WRS LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW (FRAME, NO BAND 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 1 b13 N b F. NUDDIV. & LOT ABBOTT PARK LOT #3 BLK #9 PROJECT 04181.006 03091 MoDEJLa 4EAB "1672-ARIA" (sARAK�z+s ewsxa: RIGHT PAGM.' WALL ASSEMBLY DETAILS 160 MPH EXP. C 1a f w�05/05/21CALIcM 1/4"=1'-0"I T WA3 Y1 GAP TYP il' THICK, 3 COAT CEMENT ".,O.°° SHEATHING `ASS RIB METAL LEGEND 1X TRIM MEMBER WRB LAYER 01, • STUCCO TO STUCCO WRAP SIDING TRANSITION W:B LAYER 02, FOR FIBER DRAINAGE PLANE (WRB WOOD SHEATHING BUILONG PAPER LAYER 01, STUCCO WRAP) SIDING WOOD �ATHM WRB LAYER n, FORTIFISER WRB LAYER e2 (FORTIFIBER — - — - — - — BUILDING PAPER ; ' WRB LAYER 01, BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x—x—x—x WAS LAYER'4 STUCCO IC 3 COAT CEMENT I WRB LAYER 02, FORTIFIBER aSTUCCO WRAP PLASSTUCCO WQAYER P i BUILDING PAPER LL 6'SELF-ADHERING 7,.r.. ASING BEAD WOOD OR l/I6SHEI SHEATHING FLASHING METAL LATH VINYL ANGLED I EXPLODED J' THICK, 3 GOAT CEMENT AoR EL-s aTlcic SELF-ADHESIVE FLASHING — — — — CASING DEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO 18 CASING BEAD ;,.----------------------------------------------------------------------------------- - - --------- DRIP CAP (CROSS SECTION) SEALANT PLASTER3 GOAT CEMENT WINDOW FLANGE WIM CGOAYER WR P H �, METAL LAT, a uaoo VINYL ANGLED coNSTIaICTtcN I I BEYOND WAT lM RESISTIVE 1 ., •.'_`, WRB LAYER 02, FORTIFISER r;:;; BA1 R 4 BUILPT PAPER WATHER Pllsierrvc �4P ♦\ WINDOW FRAME ,( k • / ; / WI5 LAYER "2, FORTIFIBER i METAL LATH e• ' BUILDING PAPER SELP-ADFEItlNO THICK, 3 COAT CEMENT _-AOIERiNc"� i \ ; uEATHERREaeTIVE { PLASTER : ,� ; B,yM� E-2 BEAD VINYL CASING { / d""It "MOTIVE ; (W/%' FLEXIBLE PVC BACKER ROD) { 6'SELF-ADHERING ; STARTER STRIP \� FLASHING :� 1 \1 a BEEF AOHeIaHB GALV'D METAL DRIP CAP 'FL —ASHY FLAeFINa WRB LAYER 01, STUCCO WRAP, I • x 6. R I WRAPPED AROUND FRAMING MEMBER { WINDOW FLANGE { { CASN&/ 1 { 6' SELF ADHESIVE FLASHING CASING BEAD ® WINDOW / xe (FRAME, W/BAND) .� � WOOD SHEarHING %: aArurrAtxxm ; 2X FRAMING 15C '"��' `A-ba, MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ------------------------- ----------------- ---------- ------------------------------------------------- 9 TRANSITION ------------------------------------------------- Y4' GAP TYP THICK, 3 COAT CEMENT WOOD SHEATHING NOTE: ; CASING BEAD PLASTER `` \ METAL LATH: LATH TO BE PER SECTION % SEALANT TO WINDOW METAL LATH RVd3.1.1 / ASTM C-841-14a, MIN. 2S LBS. METAL LATH PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I WRB LAYER e2, FORTIFIBER I WRB LAYER h, BUILDING PAPER { STUCCO WRAP WOOD SHEATHING I WINDOW FRAME WOOD SHEATHING WRB LAYER'2, FORTIFIBER SUILDNG PAPER � � ti ►�► �� ; I WRB LAYER 01, I THICK, 3 COAT CEMENT i I^aelStivE STUCCO WRAP WATWER i \ -1 T" O LAP , PLASTER ! UUATWM NNMTr E \ e• MR Aix" TOP , ! 8AlWtM n / of R• FLAImm I WRB LAYER "2, FORTIFI5ERxTRev1�A'�SIO.,o _ { VINYL ANGLED i BUILDING PAPER O.�yF.gpF�p�p 1� � �,�� I WRB LAYER h,THM { FLAGwmSTUCCO WRAP VINYL. CASNG BEAD METAL LATH STARTER eTR� / �\ \\\ BARRaR 02 - ` (EXPLODED r � L METAL THICK, 3 COAT CEMENT I 1 ''iy+ + I 6' WIDE PEEL 4 STICK OVER FLANGE ; VIEW FOR PLASTER AMAL QEEHM! WINDOW FLANGE CLARITY) Gw METAL LK.AbW�— ue.,neR R�GTn E u acetnRl AM n TTO O O&I MR1`7•F---2 BEAD VINYL CASING �"'m 2X FRAMING (W/fie' FLEXIBLE PVG BACKER ROD) E-2 eEao vam eASM X 6 cw% FLexroLe Pvc / , v 3au nan I R \ MEMBER BACKER Row SELF.AwaRn+B APPLY FULL BED OF SEALANT BETWEEN W SELF-AD490 i FLANGE 4 BUILDING WRAP CASING BEAD ® RAISED \ 1 BUILOR APPRDYND, SEALANT DING 8��BRAP AND(FRAME) u�aT" ueaTHeeRESISnvELE: I I/2'.1'-O'er E-z eEm vsxL CamLLEAT RR RESISTIVE BAR M Q BaaaBe ROO) Pvc 0 FRASIDINGMEOTO FRCAME DAMIRM-2 1 �� Ez BEAD WINDOW CASING 1 n TRANSITION a 1441 N. RONALD KAGJBLVD.LONGWOOD, FL32PH: 407-774.80FAX: 407-77440www.ebdesigngrouAA A: 000332 1 kGAA v. ag LOT TT PARK T #3 K #9 00 -03091 EAB 2-ARIA" m awnia: RIGHT 1PAGN: WALL ASSEMBLY DETAILS 160 MPH EXP. C kGAA v. ag LOT TT PARK T #3 K #9 00 -03091 EAB 2-ARIA" m awnia: RIGHT 1PAGN: WALL ASSEMBLY DETAILS 160 MPH EXP. C T ASPHALTSAT TEDPELT CAR D BE TAKEN IN KEEPING THE VENT PROPERLY A'.S'AND/O' ALIGNED.VEM%PEISSEALEDIFURLIZED.NMLINPI.AM `" % SHOWM IN C GALVANIZED USING t-iM" NAKS AT EACH WRIER. ROOFING CEMENT •�'t': ;;:� `L: . SH D BE APPUED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE EMIRS PERIMETER AS NEOPRENE BOOT N � •�:: •''1.. CU�TOIf"EGODSENECK VEMOPENIW IN TFEF.00F REWMMENDED IN SEVERE WEATHER COASTAL 'r ,a .'T�, SHEAMNG. SIZE THE DPENINGINACWFDANMVIRTH11E CHARTSHO ANTHEEV NTAMEGWNCALVEHTMFANIS -Y,4 ^• VENDFAN THEVENTOPENINGIMOONNDANCE- %PING COMECRON •�}��. `1' ^�f INMFANMANUFACTURE5 INSTRUC110NS. DONOTOUTINMTSVISESORRAFTERE4NIEN—NGINE REMWE INTERFERING SHINGLE NAILS AROUND TIE PERIMETER OF THE OPENING SO THAT THE NAILING FLINGS OF THE VENT LAYS FAT TO THE ROOF SHEATNING, SLIDE THE ASPHALT PLASTC CEMENT TOP AND SIDE FLANGES OF THE VENT UP AND UNDER $HNGLEE. ALLONTIE BOTIOMVENTFIANGESTOLAYON I I I MOLMD AROUND BASE OF PIPE AND OVER FLANGE THE TOP OF" ME SHINGLES, E o ROOF HOOD VENT DETAIL CUT WOUSOLWAP AT I' ANGLE cur - T IN WOMEN~ LLQ I 1 _ APPR7MERa HOULOVM OVER OHEATNs V2a STUD "-L STEP 1 11 0110.000e RRF.XN" R4640" RDo Nor aREAL Dorton RNN STEP 6 t� MLYY NOullilll P (a aRAP uNc HEAD ram Maummu N AT JAMES N SLOPE a" R ALM4 R,AIIIW s uV INT. now aP NLL ow. PAWEDMOM oDaN. (OAP HARE, STAMM WALL oUPOFR FLA&MM AT THI PLUMBING VENT DETAILS SCALE, NTS DMILE RRMHNa VIER ow CAP Scro)LR°P WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS VALLEY CEMERUNE SB".M.LLEYFLASWNG OFASTNEMYu- SIVORMAVIERFELT S'OF CENTERLINE FASTNEM IN UNDERLAYMEM 1 ENDOF 8HINOLE II NDENDSH !Z ASPFWLT ATLEAST tY BEVDND R00%NO CEMENT i VALLEYCENTERUNE _ COIRWRNERAT T46 i6 DEGREE 4BHINGLESTRIMMEDY'6ACK FROM VALLEY CENTERLNE ROOF VALLEY DETAIL AFTL7 ow MW (O RAM APPLIED R.AAHsb (LANCO WNrM-VEAL RC-N OR Ram" I'LOPE SRL To EN bl L IT 0 THE CONTACTORS PESPONSVI LT7 TO VERIFY THE 0"ATIDILITY CV ALL PR KXXi s NCLL010 MVJlMW W. SEALANTS . SEEP-AW OININS PLA15404 MATERIALS umv 0wo o CONSTRICTION 2. NOTALL ALL MATERIALS PER MAMPACTURIMS WNT72N SPW ICA'rlM* UMMO TS SEALANMAT REACT ASKINE ELY JP NOT CLEAN AND REAL JAMD TO SILL JOMTS WITH OW RIBS POLLOWIN3 COMPLETION OP RETROFIT WORK IR SC 49MIE SHOW) SHALL 6E IMPLEMENTED AT ALL WINDOWD URTN EVIDENCE OF WATER IN1'RSLb10N DELOW TFE WINDOW OPENRNG wom SEALLINTERIOR PERIMETER OP WIND�WITW LANT MATERIALS ±ffwm ANCE R"ISTRATONNSTALLATIORASHNocc EMA7 REACT ADVERSELY F NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALM MIS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-0078 www.abdeBlgn'lOUP.CDM Al 10003325 r E F sysnrv. as LOT: ABBOTT PARK LOT #3 BLK #9 PItOJffiC 04181.00 -03091 moro 4EAB "1672-ARIA" CIARAGE swnCaz RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . C —2x6 SUB-SANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE 1/8' TEXTURED FINISH ® WOOD 1/2' TEXTURED FINISH a CMU METAL FASCIA WRAP 1\ 1\ Ii I 1\ 2X6 &O f \ / 1 METAL FASCIA \\ WRAP Ys' FROM \ STUCCO, 1' FROM \\ WOOD WALL \ �1 EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY 1/6, TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • cm METAL LATH i \ WOOD SHEATHING OR cm WRB LAYER sI, L IBUILONG PAPER STUCCO WRAP (FRAME ONLY) WRIS LAYER 02, FORTIFIEiER lj_ (FRAME ONLY) © FLAN 8 —ROOF KICK OUT REMOVED \ FOR CLARITY -ROOF DECK (BEYOND) \ EDGE, I' OFF WALL INTO STUCCO) DRIP EDGE METAL KICK OUT 'I/V TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH o CMU ' 2x& SUB -BAND W/I'x4' NOTCH ` END, WRAPPED IN PEEL 4 STICK ® L VAT I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 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 ib'-&' O.C. MAX. 2x SUB -BAND W/IJ¢'x4' NOTCH G END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3. x +' X X X x x x x x x x x x x X X X X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x �'• x x x x x x x x x x x, I -!'! x x x x x x x x x x x x x x x x x x x x x x x x x x x x � x x x x x .._...... .. _. 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. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y; ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOFEDGE OMITTED FOR CLARITY 144i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774.8078 FAX: 407-774.4078 www.abdosigngroup.com AA B: 0003325 J s3 r f b iLL I XMDIV. de I.oT: ABBOTT PARK LOT #3 BLK #9 PROJECT* 04181.000-03091 acoaEl� 4EAB "1672—ARIA" GARAGE 81TWI 01 RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH FR. C 10 DAB 05/05/21 SCALE: 1/4"=l'-0" M elm WA6 FOUNDATION NOTES CONIC. AB a v • F FM-12X12 — —FM-12X18 — — — — — — — —// 3 4" CONIC. 1 // I� SLAB ro � § - �` W N I i 7A /i ro J,-3 112" O a io Y ILL i% rr a F-24X24 /r I3'-2" 6'-4" 2'-6"IA I /� l rr • 1 10 rr I r /r r f 1 FM-12X18 rr I 1A I /r 4" PVC CHASE r/ I //r I r r r/ r r AO'P '7 TOP OF a0 I SLAB i( 1" PVC CHASE FOR ELEC. ® �/r 1 ISLAND // r /ir to 1 LL /r rr . I ILL / • /r I r/ rr � r dr Y I U a 0. 0 XTEND F' I SLAB 1 1/2" TE1-- ----- *5 1/7' V I I 5 •I to � LLI • XTEND O 1A FM•12X18 SLAB 1 1/2" - ; IA 1 �--- 6„V-5„ I4"SLABC w 1A I t1 �I ro LL 2 to yal F IL 1. FMC-12X18 I 4,-71/7' ��-31/7' �) J MC. 4 4 _ FM-12X18 J 12X18 A FM-12X18 — _ F1E12XtY FOUNDATION PLAN SCALE: 1/4" = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, ®INDICATES #6 BARANDICATES 97 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 40ZW2-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 312" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH NP LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 19, - (2)#5's - (+)0'-0' FMCA2x18 17, CONTINUOUS 18" - 2 e #5 IN CURB VARIES F-24x24 24" 24" 17, ((2 1) W.—(2) 'a - FM-1202 12" CONTINUOUS 17, (2)#5's - 00'-4" TE-1 8" SEE PLAN 1. - 1) s - 0,_0, 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 a wmT SVHDIV. a Lo ABBOTT PARK LOT #3 BLK #9 PROJECT 04181.00 -03091 MODzu 4EAB °1672-ARIA" GARAGE SMNO: RIGHT PAGE: FOUNDATION PLAN 160 MPH EAC 10 NO PRINT Dw05/05/21 SCALE: S� sl 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED' STEEL REINFORCING IN GROUTED — e r •�y CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE ANDfL '• '•. y .. . ....•, 0 G SPACING REQUIREMENTS T SPACING REQUIREMENTS , _' :. 1 tI �Ii ' ' _ /) GARAGE DOOR m LLI co Lu lv + .'. • RECESS U J cr N Q I: .!_r` • FM—� g�ul�c 0: tall Z 6' CMU WALL O 8" CMU WALL • . CORNER BARS, SAME SIZE AS LARGER BAR I W LU g• O io - Z IN FOUNDATION WITH 30" LEG EACH • WAY AT ALL CHANGES IN DIRECTIONS LL -0,„ ­0 L TOP OF SLAB TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS • MATCH AMOUNT OF CONTINUOUS BARS •I CURB FOR SEE SLAB SCHEDULE • a BAR SIZE 48 BAR DIA EXT. PORCH SLAB ^ 4" CHAMFER (1STORY) N3 ,6• �I /�� M - EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE (�.� .I� ' P. LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE •' MASONRY UNITS SET Zip AT ELEV' W/ 1/7' ISOLATION 6' CHAMFER (2STORY) ! JOINT(WHERE if4 24•' W/ 1/7' ISOLATION Ili ! 4" CHAMFER (1-STORY) 6' CHAMFER (2-STORY) 0'-0" APPLICABLE) Z SEE SCHEDULE il5 30"14 �. JOINT (WHERE: •! i APPLICABLE) 2 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WXD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE (EAST AND BAR QUANTITY #6 N AND BAR QUANTITY NUMBER OF BARS Ile, 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 3/4"=1'-0" 2 6QALE:3/4"=,'�" CORNER BARS DETAIL DOOR OPENING SCALE @ GARAGE 3 4 ---- SCALE: 3/4"=1'-IP' SCALE: 314"=1'-0" Z (1) #5 REBAR VERTICALLY W/ CONC. f U POURED CELL 0 a 8"CMU 0: to LAP TOP PLATE A MIN. OF 49' -- ----__ AND NAIL W/ 16d COMMON ¢ a 04 REBAR 024" O.C. 0 CENTER OF NAILS, 2•R4"BTM. VERIFY HEIGHT OF WALL W/PLAN w � g SLAB ER STUD LAP TO OCCUR CUR OVER Q0Q ? K Z LiWu sl W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING a O 5 In I WALL W/ SYP x'!j I 2" CAPPED NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SECU1/7�191RE GALVANIZED PIPE O a SECURED W/2-PART SPACING. SINGLE BTM. PLATE WEDGE ANCHOR W/ 2" W/FLANGE 0 BASE d I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PLATE EPDXY 5-1/7' EMBED. MIN. 16' OC • °• Q S FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX iv I '• "GONG., REINF. W/ M = N I SPECIFICATIONS FOR USE AND BTM AND TOP PLATE J N6" #10 VWVM ON S • ? SECURE FLANGE TO = F- PREPARATION OF ANCHORS W/ 10d x 1 tl7' W 6-MIL POLY ETHYLENE SLAB W/(4) ,/4" X 21/4" t, v HOLE. COMMON NAILS FILL ALL W W_ VAPOR BARRIER ON W �� -� TAPCONS Z HOLES, DO NOT USE 10d • WELL -COMPACTED x 3'm SLAB SCHEDULE CLEAN FILL TERMITE b O O} fx Q TREATMENT SHALL BE BORA-CARE �QQ' Q- [SEE +_ 0' TOP OF SLAB 4 (2)CON T. #4 REBAR ` • 4" CHAMFER (1-STORY) Y, ' • f 6' CHAMFER (2-STORY)•_' 4.�:.. '�yF�° (2) #5 REBAR ON CHAIRS • i � tam .. 17MIN. DEPTH INTO Z 2,000 PSF VIRGIN SOIL OR 95% SCHEDULE EQ. EQ. -FIR COMPACTED SOIL VIRGIN OR ENGINEERED SOIL � �' U R WXD, BAR SIZE SLAB HEIGHT LESS THAN 3'S" PER PLAN 5 BOLLARD ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP 6QALE: 3;4„=,'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL c — V FOOTING W/ BLOCK WALL SCALE:34"=1'(7' SCALE: 3/4"=11-0" (W/ UPLIFT) 1 A SCALE: 3/4"=T-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 Z WALL W/ SYP No 2 STUDS SEE WALL W/ SYP No 2 STUDS SEE Q a PLANS FOR SPACING, SINGLE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO O BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL m W SLAB W/10d MASONRY 16' O/C STAGGERED. ADDITIONAL METAL U NAIL 16, O/C STAGGERED. CONNECTORS NOT y ADDITIONAL METAL 0 to 6' CMU WALL CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. M 2 RED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. 6' CMU FILLED CELL(TYP.) OF SLAB• W'TOP SEE SLAB SCHEDULE SEE SLAB SCHEDULESEE 2X WALL FRAMING 1pOu0.C SLAB SCHEDULE 10DIA. SIMPSON ST82 BOLTS 5" 0•_0^+- -0"MINIMUMEMBEDMENT INTO POF SLAB TOp OF SLAB "ISOLATED" COLUMN PAD GROUTED CELL• 4" FROM ENDS AND ;A . • CENTERED UNDER WALL AND i6' . VERTICALLY MAX i-' •�.• °.:a'� • POURED MONOLITHICALLY WITH .# „ - - FOUNDATION AND SLAB • ° SEE SCHEDULE ' .� „s� SEE SCHEDULE FOR WxD, BAR SIZE .'• FOR WXD, BAR SIZE AND BAR QUANTITY EQ. EQ._---SEE SCHEDULE AND BAR QUANTITY FOR WXD, BAR SIZE COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL AND COL. PAD BLOCK WALL CONNECTION INTERIOR CURB FOUNDATION WOOD WALL 8 n `� SCALE:3/4"=1'-0 (NO UPLIFT) &221!�[G SCALE 3/4' 1'-0" 11 SCALE: 3/4"=1'-0' (NO UPLIFT) •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-774.4078 www.a bdeslangroup.tx"n AA #: 0003328 ,III H F sumxV. ae IAT: ABBOTT PARK LOT #3 BLK #9 PRO$WT 04181, 00t 03091 MODEU 4EAB "1672-ARIA" OARAZZ BWDIG: RIGHT PALM DETAILS %160 VRH E DOWEL PLAN SCALE: 1/4" - 1'-T d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 Y i 1910SI.2 A� 05/05/21 cAMah 1/4"=1'-0" *EMM TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 1W HOOK GROUTED BOND BEAM VARIES PER ELEV. Z a a. •- r I' •e r g .. p 4. CLEAN OUT REQUIRED Q FOR INSPECTION TIE-GERTICAL REBAR a TO HORIZONTAL ea' REBAR W/10"HOOK BAR SIZE 48 BAR DIA Z X #3 loll O #4 24" ro U #5 30" #6 ". #7 4Z' HORIZONTALNERTICAL Sc!INF LE: 3l4"=1'-ORCING A(Y' EXT. PORCH SLAB ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0. SPACING REQUIREMENTS C mW U zi 00N 8"CMU WALL �Z 0 M ' -SEE SLAB SCHEDULE 4"CH AMFER(ISTORY) r 6"CHAMFER(2STORYi Z MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE ANDBAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3W=l'Z' z� BAR SIZE 4o BAR DIA. O #3 18" M U #4 24" #5 30" #6 36 #7 42" NG REINFORCEMENT PER SCHEDULE #5BARS i.� i. j CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS i • 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdeslgngroup. — AA A. 00033253 7p R' 4 a v evHDxv. as LOT: ABBOTT PARK LOT #3 BLK #9 PROJECT* 04181.000-03091 MODEL: 4EAB "1672—ARI9" GARAGE S'WMG: RIGHT PA CiE: DETAILS 160 H EXP DATM 05/05/21 OCALE: 1/4"=1'-0" 8*1m T S1.2A 2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS. FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 9-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK 22 $CEi8IP4i7fM I REMARK 0 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL] T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION 1psi) W'xH, REINFORCEMENT STIRRUPS REMARKS BTM. TO�MID SIZE SPACING B81 MASONRY 3000 8x8 1) N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ba— — — — — — — — m — 8Fi6.1 T/O8-tTlOBF16-1TI0M/0B % m 10, .4' GT 8F16-lT/0M/0B % 14, NO, PROVIDE B131 WHERE ROOF TRUSSES BEAR, TOP 3 OF WALL EL. 8'-0", LINO, e � o a '% 140 8RF14 ;4t 1T/ 4I06 A LIFT BEAM PLAN SCALE: 1/4" = V-0" 0 : 1441 N. RONALD REAGAN BLVD. j LONG WOOD, FL 32T60 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA M. 0003326 A >r Mill �r F >au=N a9mr 11 ABBOTT PARK LOT #3 BILK #9 PROJ=' 0418 .00 03091 MOOR r 4EAB "1672—ARIA" GARAGffi DWIN is RIGHT PALM: LIFT BEAM PLAN AND NOTES 160 MPH E C #5 CORNER BAR W/ W' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ ID'HOOK #5 B7_7 CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'lY' MMMIN NOTES TO THE INSPECTOR/CONTRACTOR TYR B'k8" ffizm 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL \,\t HEIGHT. FOR REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16' fp 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 / A TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 pQS��fp,FBX16 DBL. BOND TOP OF BEAM W/ (1) 05 BAR BOND BEAM EACH COURSE ��\�O 8X8 BOND BEAM TOP ' j 1 OQ W/(1)#5 BAR y: BOND BEAM: F F FILLED W/GROUT -�\\N U =UNFILLED GROUT SOLID FROM TOP .T1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, NJ 2ND BOND BEAM, IF FILLED LINTEL BEAM COURSE SEE NOTE 5 A 16-1T/1 M/ B 8X8 PRE -CAST CONCRETE NOMINAL�� LINTEL WI(1)#SBAR(L2) MASONRY Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF 0 OPENING - 2' ITISTHISENGINEERSINfENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-1T/1 M/08 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRETE SCALE:34"=1'-0 AND XFXX-1TIOM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX -1T/i M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- 1T/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL BOND BEAM AT HIGHER ELEVATION Z(4 (MIN 2 X 3)1J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM .300 MIN DMENT I AT LOWER ELEVATION WINDOW 1/4")) 6' FROM EACHZE ND AND 16' O.C. MAX. MIN 1-1/4' #5 BAR BENT ASSHOWN EMBEDMENT „ PRE -CAST 'VATSIZE. WINDOW 2X6 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1m) 8" 70. ,LS SILL FROM EACH END AND 16' - SLOPE O.C. MAX. MIN 1-114' R n EMBEDMENT 7SHEATHING2X4 2X8 (MIN 2 X 3) 23/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE" SOLID MIN EMBEDMENT 1f7/16'OSB UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM 1/4" 8" FROM EACH END AND FROM EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4'TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK CORNER BARS TYPICAL MASONRY WINDOW AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 3/4'=1'-0" 4 SCALE: 1 12"=1'-0" C SCALE: PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL �' II SINGLE #5 CORNER p" BAR, 30X3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8X8 CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), BAR PROVIDE AT EACH SIDE DE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL Ar CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4'=V-0" d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdesigngroup.com AA #: 0003325 aysDrv. as L02% ABBOTT PARK LOT #3 BLK #9 1-M PR04181.00-03091 ODMU 4EAB "1672-ARIA" ARAGE eWUM. RIGHT PAGE: DETAILS 160 MPH E C "LOT rS 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 LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 eisae tr t It tt 1 TYPE LENGTH ON PLAIN � SOLID TYPE LENGTH Salt 9NetT 6204T 91244T e01s-IT e132_1T MIe a-Im tm ITn 1Tn MIT/is SWAT e01612T MAT Bret zr Graff 9laaar 8'J3 PRECAST 1438 m3114 4217 SM 6428 7SM V4r PRECAST 889 1024 3'$ PRECAST 1M 3624 4394 BOSS 8132 70M 21w e118 OW 7708 9031 10000 1Sw 3524 4994 ww 6182 7001 4W PRECAST 1066 T00 2805 3125 8946 47ee SUIT *-w PRECAST 514 783 4'4r PRECAST lase 30w 31116 4e70 SM 807E 19M 6113 7102 Sw4 70V 8751 1303 Sow 8M5 4670 5326 am 4'4" PRECAST 819 633 ITM 2400 3033 ASK 4300 V4r PRECAST 398 591 V4r PAST 1207 AM UM 404a 4711 IM 1026 5743 7547 S70A 0041 TIES I= AM 3s76 400 4711 w79 a'-41" PRECAST 931 1247 19w AM 3123 3SSS 4240 6'-4" PRECAST 411 411 E-" PRECAST 1010 IS00 2374 2944 U13 4064 tale 4400 710e 7342 MOO 82SS 1Me ZUG AM 3999 3001 4084 G-10• PRECAST 817 1024 Iasi 20w 2649 3000 3470 PRECAST 340 339 6'-10' PRECAST 90e 14M 1971 2448 2915 8887 11e1 eeee 59" SM MS UM6'-10" m AM 21103 aim 3820 4133 8'-0• PRECAST Ilse mu =I 3w 43N TOM PRECAST 410 721 8'�' PRECAST SOO 1201 1578 10w 2332 2700 1130 3227 Owe 70H 10000 OW8'�' SOO IM 2329 AM 32E1 3712 T$ PRECAST 5m S38 AM 2205 Awe 3191 Awe T$" PRECAST 303 534 T48 PRECAST 716 900 11al 1402 1743 AM m 2499 3 M 44804 7067 0472 727 1024 AM AM 2527 322e PRECAST JIM eas 1603 AM AIM 2318 2821 g 4• PRECAST 192 384 9'-4 PRECAST 454 SOO 757 m1129 1310 m1974 AM 30M 4M 4e96 On tale 1643 IM 2104 2519 10'$" PRECAST 988 4e7 1247 1707 1904 2108 AM 10'-0' PRECAST 1a1 301 tEr$ PRECAST SOO 4w 012 mSO9 1042 No I407 1017 2791 am 9784 504 1180 1472 I7w 1710 19w 11' 4" PRECAST 380 644 1312 1742 22J72 Aeea 3w0 11=4' PRECAST 132 417 11'-4" PRECAST 430 400 w0 an m872 644 1312 1742 2252 28w 3662 486 1042 1872 1618 1410 1710 PRECAST 308 SIR 1210 1w0 AM 2w0 3191 17 0' PRECAST 111 370 12'-0' PRECAST m m470 w7 See m12'-0' e07 1210 twe 2018 26w 8171 440 940 1800 1w0 13114 u7e 13'-4" PRECAST 270 433 1045 law I792 AIR 2536 13'-" PRECAST 82 298 17W PRECAST 306 m m 484 ON e46 414 1 1040 taw 1732 2316 AM 388 7w IOET 1312 1071 1203 14'-0' PRECAST 254 MIS US 1272 INS Im 227E 14'-0" PRECAST 71 293 14'-0" PRECAST Ale 278 m443 mwe 390 m 1272 two I9w 2309 am 717 "1 1102 SYS 1133 1V4r PRESTRESSED N.R. NR NR NR NR NR m 14-9• PRESTRESSED N.R.263 14'-8' PRESTRESSED 239 422 we m748 m4w 1079 us 1124 2277 VIA 246 9w 900 1297 1474 1716 15'-• PRESTRESSED N.R.41 NR NR NR NR 15-4' PRESTRESSED N.R.252 1a'4' PRESTRESSED 284 887 404 094 7S3 4/2 1M4 1840 70 7708 2118 AM8 Aw Me 90e 11313 4 1358 7672 PRESTRESSED N.R.300 NR NR NR NR NR NR 1T�• PRESTRESSED N.R. 183 1T�' PRESTRESSED102 187 AM 385 451 S87 Soo1T-4• mII21 u13 1739 2pp SOO 720 m1130 1312 MW PRESTRESSEDN.R.8 NR NR NR NR NR NR 19'4• PRESTRESSED N.R.148 1V-4' PRESTRESSED in ASS 346 430 513 ISO AM 79 9w 12M 14ei 171e tee 429 US 90e ew low 21'-4' PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R.126 21W PRE8TRE8SED 142 219 300 381 464 SAY ISO mon103E 1109 /480 142 a79 w7 e90 Ole 943 Mr PRESTRESSED N.R. NR NR NR NR NR NR 27-V PRESTRESSED N.R.11e 27.0" PRESTRESSED IV 226 200 3B0 42B 497 105 SOO 784 wAJZ IV aw Ilia w9 779 ON 24'-0" PRESTRESSED N.R. NR NR NR NR 24'-0• PRESTRESSED N.R. 91 �'-0" � 124 174 245 302 300 419 128 4w an 424 124 319 465 at OR 799 - ALL VALUES TARN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT'S 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 SPECRCATIONS - 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 M 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774,5078 FAX: 407-7744078 www.abdoslgngroup.— AA M: 0003325 b a � F B17HDIV 4b LOT: ABBOTT PARK LOT #3 BLK #9 PROJABCT 04181.00 -03091 MODux.: 4EAB "1672- ARIA" GARAGE aMD4G: RIGHT PAGE: SAFE LOAD TABLES 160 MPH Fin. C ' It DRMT ATE: 05/05/21 19CALE: 1/4"=1'-0" BEERmT �S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 WI (14) 10d x 1 tl7' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON Hl DA OR LGT2 W/ lGd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 718" LONG, WITH WASHER ® 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-9% FINISH FLOOR. UNLESS NOTED OTHERWISE. TNM MANUFACTURER / EWNM NOTES: t. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,5D0 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST W FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FA%: 407-7744078 www.a bdeslgngrouP.eom AA *: 000332b y ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE C 24" O/C, SUBMIT SHOP "ROOFMALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 1100 UPLIFT SIMPSON 8{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: APT SYP #27' x 4", H HTSM20 W110 tOd TO SHEATHING d x 1 NAILS TO TRUSS x 1 }'• NAILS TO 8', 6" x MAY BE ADDED TRUSS AND x 21l4" FASTENER SCHEDULE" DBIL S DBL STRAP, 1 EACH SIDE WRAPS UP AND , GIRDER. PROVIDE 5" GIRDER. W/ 10d NAILS, 2 ROWS, 3" NAILS, TITEN 2 ANCHORS TO H S OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP e27' x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO (16) 10d x 3�"' NAILS TO GIRDER AND 10d.3N 8', W x 4'-U' MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER 1900 UPLIFT (2) SIMPSON AHTSM20 (2) SIMPSON HETA16 TRUSS ANCHORS HEAVY UPLIFT TIEDOWN REQUIREMENTS. INSTALLED ON PRE-ENG TRUSS WITH (12)16tl x 3 "NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF TO BLOCK WALL) 14' ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A{1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN x 2 TRUSS AND (4) tl4' x 21/4" 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) t' x 5" TITEN HD TO CMU AND (12) SOS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SE SEE ARCHITECTURAL *'x 2 �' TO GIRDER CONT POURED LINTEL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, 1x2, 2z WOOD FASCIA (2) J' x 5" TITEN HD TO CMU AND (18) BOB *'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 17' O!C FOR REVIEW 2x SECURED W/ (3) t6d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) �' x 5"TITEN HO TO CMU AND (18) SDS �' x 3" tx2 SECURED W/ tOtl MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS EA BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17, O/C SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TREN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = S885 LBS (2 PLY MIN.) 7' COVER 8 7' APART REPAIR OF MULTIPLE TYPICAL TRUSS/ 1a 1b 1c scALE /a"=' TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2c SCALE: 31W" V ' 3 SCALE: 3/4"=1'-0 GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'Z' O.C. (AT SHEATHING 01-W TO 30'-0" (1)'7C BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE MAX (WI1X4) (1)'9P' BRACE @ CENTER TO BLK W/ 10 DIA -X" R 10'-0" MAX BRACE DIVIDED ANCHOR BOLT W/IG (W/2X4)* FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37' OC lx4 DIAGONAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d's 6' 00 a PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX 4 > J iv MAY NOT BE REQUIRED TRUSS ENG) CONT. 2x4 SECURED W! a (2) 10d'. ® EACH TRUSS TO BE INSTALLED 0 BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. lx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF W-0" O/C MAXSECURED W/ (2) tOd DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 SCALE: 3/4'=1'-0" (DP-RE-ENG'D TRUSS SCALE:34'=1-0 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4•D �°/) HOLE EDGE>516'• USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5•D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. BTM. OLE DIAMETER PLATE <315•0 DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 0 AND BORING LIMITS SCALE: 1 SCALE:3/4"=1'-0 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 BUNDIP. as w " ABBOTT PARK LOT #3 BLK #9 P1tojw' 04181.00 —03091 xopmu 4EAB "1672—ARI9" GA %AGN BWMG- RIGHT PAGW. DETAILS 160 XRH A C hilNllLL� I VTCR SPACING (1) AT EACH END I 2X4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 N0.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d ® EA 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 111111111 Ij�lh�'1 30'-l" TO 60'-013)'X" BRACE "X" PRE-ENG GABLE TRUSS 1 h41 (1) BRACE (9 CENTER "X" (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2z SUB -BAND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) I le I OI PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR `� 4 SHEATHING FASTENER SCHEDULE" Li SEE TYP. TRUSS CONNAECTOR DETAIL FOR STRAPPIN1�Q, VIEW 2x WOOD FASCIACONNECTION PERSIDE SEE ARCHITECTURALTRUSS MFG.2x SECURED W/ (3)16dENGINEERED WOODGALV. COMMON NAILS.TRUSSES 0124" O/C,1X2 SECURED W/ 10dSUBMIT SHOPDRAWINGSGALV. COMMON NAILSFOR REVIEW CONT. 2x4 RAT RUNPRE-ENGINEERED 17'O!CAND APPROVAL SECURED W/ (2)12d'sMASONRY BOND BEA EACHTRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS n G SCALE: N.T.S. W/ HIP RETURN SCALE:34"=1'-0 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2X6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH .� STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x6 P.T. PLATE WI 126' 3" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2)10d's bg EACH TRUSS TO BE INSTALLED 0 10VY' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS 0 CMU WALL G SCALE: 3/4"=17 Id. N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744076 www.abdeslgngroup.com AA #: 0003325 1 k A 9VSDIV. Al. I/OT: ABBOTT PARK LOT #3 BLK #9 04181 006 03091 IMODsu 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: DETAILS 160 UP H E R. C oASLE-Erm I 1 ,I--�fF HIP ROOF � ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 53.00 PSF (63.00) ZONE 3 = 60.90 PSF (70.90) ZONE 2e = 60.90 PSF (70.90) ZONE 3e = 70.40 PSF (80.40) ZONE 2n = 70.40 PSF (80,40) ZONE 3, = 83.80 PSF (93.80) ZONE 2r = 70,40 PSF (80.40) "A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: ISO MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 orplym FOR AS PHALT ST GLE ROOF, USE MIN 19/37STRUCTURAL SHEATHING EXP 1 (40120). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM tOtl RINGK 212" 0.131 REW S 170,000 RING 16-20 RINGS R1667 RSRS 8tl RING SHANK, 2 3/6' 0.113 FjW SCREW SHANK ER INCH) RSR RSRS-01 84 RING SHANK PNEUMATIC 23/8' 0.113 F1667 SCREW -NAILS RSRSOI RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING cc�0 y USE 10 COX OR 7/16' O.S.B. PLY WITH 8tl RING SHANK GUN NAILS AT 4" 9 O O.C. AT PANEL SIDES AND 81 RING SHANK GUN NAILS 4" O.C. TOP 85 BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6' O.C. AT rD INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Ra0F 8HiATFQ40 ATTADl�1®iT BPACNOGABLES-DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD TRUSS 2x4 rig SYP OUTLOOKER RAFTER W/ BLOCKING ZONE 2e, 2n, 2r 10d NAILS @ 4" O.C, ON EDGE AND 4" O.C. IN FIELD 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 A2 SYP ZONE 3,3e, 3c tOd NAILS Q 4" O.C. ON EDGE AND V O.C. INFIELD FLOCKING® 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ HM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8tl RING SHANK GUN NAILS ® 4" O.C. TOP & BOTTOM EDGES 6 N� J a 2w ZY � o 2 YP. EXT CIOd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING ` #8 7' DECK SCREWS 0 6'S" O.C. MAX 0 EQGES & 17O.C. MkX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTE. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SWILL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND Wow. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT 6%NR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 7M EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAAfER®LY. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402A02-16 AISI SPECIFICATION FOR THE DESIGN OF OLYET RIERADHEMEMBRANE PROVIDE SASE CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE IWDER ALL SLABSONGROIAID WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD 1N CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-16 AND AISC SPECIFICATIONS DRAWING'S. SHAMS LAPPED 8 AND SEALED WITH TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FOPJAMC RK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). HOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING 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 DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLIJISION13 FROM TWM PLAT : MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING VATH 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 S7RUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. BYP q2. THE STRUCTUIS DESNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING RE IG IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT VATH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS � � 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 WARE MESH, SHALL BE ASTM A1064/A1084M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE W= TR • THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'd' OC EACH WAY. ' BE SPECIFICATIONS DA FOR DESIGN SHALL FABRICATED IN ACCORDANCE WITH A. TRUSS TO E DESIGNED LUMBER DESIGNS STRESS -GRADE LUMBER AND 17S FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. O SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM OISA61 M GRAD 401N CONCRETE D FORMED BARS REBAR SHALL BE ASTM A61 A 5 EE S L ST 5 MEETING THE REQUIREMENTS Of ASTM A448/A448M, GRADE A. AND SHALL BE HOTOIPPED GALVANIZED, GRADE 80 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH , "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:,N:, AND "BOB] LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pof TOP CHORD +IDn-soncu t REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: M4 BAR - 25" 48 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD H n-con.-m 85 BAR - 30" 67 BAR - 42' DEAD LOAD 15W TOP CHORD (7 Paf W ASPHALT SHINGLES) 10 psf BTM CHORD DEAD LOAD TO RESIST WAND UPLIFT: I OW DEAD LOAD 20 psf TOP CHORD (10 psf wl No GYPCRETE) 5 pd BTM CHORD BALCONY LIVE LOAD 80 psf STAIRS LIVE LOAD 40 psf PROVIDE 38' z 38' CORNER BARS, BOND BEAM ONLY, UPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE VATH ANSUASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =180 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING (ASCE 7.16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) 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: 10paf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50paf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 4Dpsf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONW. PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. 8" DRANNG RMAW, 'SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE NVO-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE NTH ASTM C-90, GRADE Pm- 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUES ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-18 COMPONENT AND GRASSING WAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRA1MN08 SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWASE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION BITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "W 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 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAIU14G TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X EAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL sTitucium BE MADE BY THE OEO-TECH. ENGINEER, THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. 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 WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMITPROPOSED MIX DESIGNS, WITH WSTORICPI. STRENGTH DATA FOR EACH SEPARATE MX PPoORTO SHALL THE TURNED ELEMENT. BOLTS OTHERBOLTSTIGHTENED ASTMRDAN CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5',W- PRIOR TO THE ADDITION OF PLASTICIZER EWIT3125M THETUOLTS I TURN-OTH FF-THE-NUT METHOD. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-0FF-THE-NUT METHOD. CONCRETE SHALL COMPLYWITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C940C91M OR MEASURING, MXNG, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN AS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS. A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONSY B FOR CONCRETE EXPOSED TO EARTH ANO/OR WEATHER 1-irC FOR N5 AND SMALLER TFOR e6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 14W FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLl—ON SITE. TYPE @PAdND REMPRKS RPPLIGTroN SeE TYPE SPAONG REMARKS 1x]PT FURRING TO MASONRY ICONC. CASE HARDENED COIL NAIL 1 III LONG, @OIC GMUGE DOOR.— TO NASONRY/OONC. IN' CIA NO WASHER TAPCON MASONRY FASTENER I1 . EMEED, C ENO 11R'EDGE ET. 9O0, Pl. EXT DOORS -SE H IOENED COIL @'OIC W9NOO4WilOORI FASTENED OARAOE DOOR.— 3...0. OR I?OA EXPANSICNEOLT 1@'DIG (01@'dA) d-EMBED,4'END . tx IT, SEE NO NNLI IIT'LONG, STAGGERED INTO M460MiVICONC TO MASONRY UPC. ]d'OIC(1 A) 3'EDO .1 MnNDDw EucM CASE HAImENED con @ wANDownloow FASTENED METAL E_To CONTACT THIS ENGINEER FOR SPACING .PT.EEEN a NNL1fYl LONG. 'STAGGERED INro\1ASOMVKONC MPSOIYiYICONC REQUIREMENTS EXT. 9'MNO DOOR BlxXc a PT, SEE NOTED C4On4M NO WASHER ?gPLUef F ITNER 1@ 11/YEMBED. B'EBO dST..t t?EOGEdST. 01O119EAPoN0 NOOD WKL TO CONC.8U0 t?° EXPNidON d'EMBED FEND WI"_ R EOLT ld'O,C ST., 3'EDGE dET. L PTY`ABUW& 0.138°PAFz]19' 9'OIC d'END dST., I1? PTTOSTEEL COL.. SEE w/WASHER STAGGERED EDDE— NO E S NORM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1z MEMBERS ARE NAILED AND ZK MEMBERS ARE SECURED W/ TAPCONS OR PAF TD THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,8078 FAX 407-7744078 www.abdesigngroup.com AA M. 0003325 Y ZJ ai O IP UMDiV. & LOT:BBOTT PARK LOT #3 BLK #9 ROJECT# 04181.000-03091 HODMILI 4EAB "1672-ARIA" QARAGM NIWMG: RIGHT PAGM: DETAILS 160 APH E . C © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 7O STAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS MAX. DETAIL A FASCIA 70 STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS (Z)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @- 12" O.C. MAX (INTO (D (Z)WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 ,STAPLESINSTALLED 7O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR D -TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. }' MAX.-d I W-- DETAIL D O STAPLESINSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT­�I Q3 J-CHANNEL-/ J' N DETAIL E J-CHANNEL TRUSWRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L' SPAN V-- SEE DETAIL'A' — 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-MC710N SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END C BATTEN STRIP ANCHOR 12 1Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /-TRUSS/JOIST/RAFTER / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN ® v DETAIL B FASCIA 12 BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA) CONCRETE/CMU OR WOOD (NOTE 1) (2) J-CHANNEL k DETAIL C J-CHANNEL TRUSS/JOIST/RAFTER BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. ;tiiFi•:,•, . siFiiijiiiiii: 3.519 •=''ii?ifii• •"'.::: i 375 .;iiiiiiiii• t .4 3.625 3.625 .375 5 j 08 .03& 1 rij n u p U-4 Q sA 12 DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774 4078 www.abdesigagroup.com AA #: 0003325 14 BUDDIV. as LOT: ABBOTT PARK LOT #3 BLK #9 PROJECT 04181.00 -03091 HODRU 4EAB "1672-ARIA" GARAGE B IlNci: RIGHT PAGE: SOFFIT DETAILS 160 H A C P. L4 ft Z�V' I SP ��