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HomeMy WebLinkAbout7538 Broad Pointe Dr0- 99 1828-4EBB—CAL199 ALL WORK SHALL COMPLY WITH IREVAILINo CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OFZEPMVRHILLS ORDINANCES REVIEW DATE DEC 2021 ; OF HOMES o E s PLTY LAN EXAMINERIaILL 12602 TELECOM L7RIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS - gUp,= CM& ABVABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE ryM AM 8 - LOCAL SPATE COBS -OCCUPANCY - RESQIENTW, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - Gass B . AD ADJ. ALT. BD CL CAB. AIR CON ITT AIRCONDITIONINGLUMM.0 ALTERNATE AMPERAGE BOARD CENTER L INE CABINET CEILING M.C. WE. MIN M.T. MTD MTL. N.T.S LUMINOUS MEDICINE CABINET MANUFACTURER MEUALTHRESHGLD METAL THRESHOLD METAL SCALE NOT TO SC Mnbl* CDS ISM ARCHITECTURAL SHEET DESCRIPTION dA5A8 2011 MC UPDATE PG Cl-COVER SHEET PG GN— GENERAL NOTES 0UKA9 CDBR-ISSUED 0212VIB SIDING ELEVATIONS ADDED 03/lbAB CDBRc-I6BIlED TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 'BASIC WIND SPEED - Yult=160 MPH Vasd=124 MPH :� OORRY RESIDENCE _ .2-STORY RESMENCE - MAX. �g}IT AS PER LOCAL CLG. CLR CPT. c.. D. DBL CLEAR CONCRETE CARPET DRYER CAE DOUBLE G.C. PL P.B. PH. PLYWD ON CENTER PROENTEB PROPERTYLINE PUSHBUTTON PLATE PLYWOOD PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG E1—ELECTRICAL PLAN PG P1—PLUMBING PLAN 04AW FOOTING REVISION PER M ROUES �n �S� IUD 02/" ADDED CMILEW FOOTER AT GARAGE DETAIL (FORT MYERS) 02/72/19 PLAN MAINTENANCE AND SPATE CODES D.G. Du. DUAL GLAZED DIME ATER P P.T.T PAIR PRESREssuRETREATED PG Ml—MECHANICAL PLAN 03AI M REVISED LINTEL 812E AT FRONT ENTRY DOOR DIM DISP. DP. DR Ds. D7L. D.W. EA, ELEV. EQ. sxl-c EXT F.G.JFx. F.G. FIN. FLR. FLUOR FIG R GA. GAR. DISP. G.F.I. OF. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL ExHAusT EXTERIOR FUGUGLASS FUEL GAS FINISH FLGGR FLUORESCENT FOODDOOR . GAUGE GARBAGE DISPOSAL GROUNI-FAULT CIRCUIT INTERRUPTER GLASS R. BAD. R.A.G. REF. SM. RO. SC S.D. S.H SHT. sxTxc. SHWR SIM SL. SL.GL. STD. SWS TFA�. THK. T.O.C. T.O.P. TOS. TYR RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKEDETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEARWALL TEMPREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAi-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS ' STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 .". CALL. $ 00 ADDED ADDITIONAL RECEPTACLE INGARAGE PER WILL BATSON (MELBJ 04/24/IS REVISED HVAC VOLUMES ON SGFT CALL SCHEDULE (MELB) LIVING 1,528SQ.PT. GARAGE 430 SQ. FT. ENTRYw Sa FT. LANAI 88 ' �' TOTAL 2,362 SQ. FT. 06117/15 ADDED 'EMERIORMOW DEEP FOOTEWDETAIL 121SUA(OR-) 0612VIS ADDED LED LIGHTS • KITCHEN + BATH PER MAR, BOWER 01/BA9 ADDED STONE OPTION ELEVATION C 1 D (TAMPA)AR oa/lure ELEVATION'G' SIDMG•ADDED LOUVER GABLE ROOF iV/25AS ADDED OPT. W-O' CEILING NEWTS ovmo REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 04/0V20 REVISE ENKAVENT RADON PLAN DIMENSIONS 04AMO OPT. S'-0' CLG. HOT.- ADDED LED LIGF(T IN FOYER O4/Os120 OPT. B'-®• CLG. W.T. ELEVATION 'C'- REVISED HEIGHT OF ARCHUTAY 05/ft4o ADDED ELEVATIONS•L'+111'(ORL) STRUCTURAL SHEET # DESCRIPTION GYP. BD. H.B. HD HOT. OR ITT INT. GYPSUM BOARD HOSEBIB HHEADEER CORE HEIGHTW/NSULATICN INTERIOR UN.O. WP. WDW. WH W.I. UNLESS NOTED OTHERWISE OOF WASHER WITH WINDOW WATER HEATER WROUGHT IRON O'I" ADDED ELEVATIONS T1G'-T1H'•T18' (OR-) PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABIIITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 0V01OI to2oFIjCuF'DATE 03M41 ADDED SOFFIT DETAILS 04/2641 ADDED ELEVATIONS N' 4'O' (ORL) 04/2T/21 ADDED STONE OPTION ELEVATION Yd (FELBOUIRE) 05/0Vl1 ADDED ELEVATIONS'P' i 'Q' (OR-) IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS SE PG S2.2A—SAFE LOAD TABLES 05/H/21 ADDED DEN OPT. (TAMPA / FT MYERB) 090/21 ADDED 20'FOOTER OPTION (TAMPA) ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3—FRAMING PLAN PG S3.1A—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.lB—DETAILS CLARIFICATION. PG SNl—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDI —SOFFIT DETAILS RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. Q N. RONALD REAGAN St LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 q auimm ae Lop ABBOTT PARK LOT #25 BLK #12 PMJWTIP 04181.00 -25121 MODS 4EBB "1828-CALI" GAl AGZ aWMxa: LEFT PAGIM COVER SHEET 160 MPH EXP. C L AR NO 93723 DP w 09/21/21 aCAUM- 1/4"=1'-O" a>(•r C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''/, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y,-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN INCH GYPSUM BOARD OR EQUIVALENT. b- B. 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." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 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 STRUCTUR AL, SEE ROOFANALVFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/," PVC (SCHEDULE 40), INSULATED WITH ''/,' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FNrISHE8 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ye"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, ASTMC1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) d N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.00m AA M: 0003325 a c ISE lOLJ>sDIV aLOT: ABBOTT PARK LOT #25 BLK #12 pmjwTip 4181.000-25121 bwDmu 4EBB "1828-CALL" GA tAGZ awaTG: LEFT PAGIM GENERAL NOTES 160 MPH EXP. C = I 09/21/21 MICAi.: 1/4"=1'-0" a>Icow GN 9 *- H 39'-8' : . o � o - I i o OIIEEEEEIIO - 11 I � 0' _O r - I0 q - - p'�� I- 0 o e - i p I r - -T2 ­xg -1 i rV :II • :'' - _ AS REQ. -, -' n p i PER - - CODE ' - �® - - - oGMAGE m .,1 E' - O I:11'l/ -11!0 c - � \ - •\ oJll m F -nail - o EGRESS ol��llo oII��1n m ml� FLOOR PLAN SCALE: 1/4' . 1'-0' c� I,_4, OBL. TOP PLATE 0 m ABAR DETAIL SCALE, I/2'•I'-0' issstes, i�1L17IYiG SQ.FT. CALC.S LIVING 1,828 SO. FT. GARAGE 430 SO. FT. ENTRY 16 Sa FT, LANAI 88 Iba FT, TOTAL 2,362 Sa FT. C01POMMI)IXAOMIMIDLO W MW IY1D E1PWA F011 SIED010 GIBIB mom Sam IOIE M WH MD MO I ISM ANDYWE I MME MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR OWING 18 5 33/-43 DR. MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA 16010 Ol4D. 112 S 28.2/-31.5 12'xI2' SOFFIT I 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=U, EXP.=C, MEAN ROOF HT. = 13'-10' PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH E .. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONM DAIS 0W9 HDR. DTL. B) SCALE: 1/2 • P-0' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR LLV RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EO.UIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 4 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 c 11111 loll a SvaDIY. dg LOT: ABBOTT PARK LOT #25 BLK #12 PROJECT# 04181.000-25121 MODEIA 4EBB "1828-CALI" GARAGE STING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C •/-18'-4' BLDG. HGT.10----_________-_- FYPON LVI2X24 OR EQUIVALENT LAP SIDING AS SPECIFIED (TYPJ 4' FREIZE BAND (TYPJ 6' TRIM BOARD (TYPJ 8'-0' 5R3. HGT OPT. COACH LIGHT 8'-01 BRG. HGT.$— 12 bt 7�:; SHINGLE ROOF OFF RIDGE VENT ARFAOFATTIC = 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED = V300 REQUIRED VENTILATION AREA = 2364/30D = 7.88 VENTILATION AREA X SQ. INCHES PER FT.(244) = 1134.72 SQ. IN. MIN. REQUIRED VENTILATION _ .5X 1134.72 IN UPPER PORTION Of ATTIC - 567.36 50 IN. OFF RIDGEVENTIIATION AREA = US SQ. IN. PER VENT 567.36 /115 TOTAL#OF VENTS REQUIRED = 4.93357 TOTAL#OF VENTS PROVIDED - 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED DECORATIVE _I WON IN M$ 100 Llow i i FRONT ELEVATION SCALE: 1/4 • F-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH Io0'-0' FIN. FLR. 12 �---� 6 � � vjq I� I DECO. DTL. A SCALE: 1/2 • P-0' ---_---------------------- _---_---------___—_—_---' —m-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT r-m• s �o 0'-0' FIN. FLR.¢ --____-_____-------_---- - ------_-_---------- - - - RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 J ABBOTT PARK LOT #25 BLK #12 PMJMM# 04181.000-25121 MODIM, 4EBB F'1828—CALIF LEFT PAGO ELEVATION ,LC„ 160 MPH EXP. C 2 Ik p I"'an" '1 DATO 09/21/21 sCAM 1/4"=1'-0" 8*Ec r A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e Osv OUTLET 20 AMP SGBLE POLE IIOv OUTLET IIOv cm, vJ OF OUTLET UE® To SWTCM GFl IIOV OUTLET SWIPED I00000 PALL NTURE•IER (TAMPER RESISTANT TYM) nov OUTLET (4) Wm oONKTIoN yp C I OOUTLET NTEMPIEet BWTCM BWTC 4 E•WAY OPER t4 OUdTC4 4-WAY OPER W41-1. MOUNTED LOW CEILING LI(Y4T © LED CLG LIGHT LED VAPOR © vP PROOF LOW O Vp VAPOR PROOF LIGHT ORTC60eCD CAN evB1T. PAN I OM PER $G. PT. UAOLO PAN S1rT.IGMT I---- v FIMIIIC (SPCOM! TBD ET LLRrY ®FLUOMGC'W �N� (RE`t"EBBED) AISOIND AMMID T AROWDLLRAP f�FNTJ �y 2' RLOREWAM 4' MA14I MICIE T p —�--e-� C 4' TRACK LIONT Q PANEL PETER O S.D. ST'IOKE OETECTOIS RAM. EAO[.e 11LIMEDYEi rs1 WALL MOMED GAM. eAOc.IE• �J smam OETECTO[ w-mmuz TR ®cALmcTM 8/CO eMOX! O[TECiOIe SMALL BE A DISTANCE OP NOT LU THEN 4' PENDANT LIGHT (tom NA71RAL GAS . TELEPHONE JACK U.FI TO l BLlveTlD D180I! DISCONECT • AIR CONDITIONING DISOO•EOT an AW ON ' F� TELEVISION JACK OJ-EoX TO BE SUPPORTED N ACCORDANCE ITV BOX MARCBD AS WON PO! CIIIILM BOX REOUNE CEILING FANLIG T To es a RPPORIEO N ACCORDYC! W[ EO% MARLED AS SUCH FOR RppQ 24' T STRIP LIGHT .TRIP nnnnnn ZS' INCANDESCENT LOW STOP nnnnnnnn 4V LIGHT STRIP FLOOD LEWT RCP OPT. eEOURTY RaYPAD • PG M m.wjrTON FOR cwrw USB PORT • LOCATION OF TV JAC" 4 PNOPE OUTLETS 4 FANS TO BE VERIFIED • NOMEOMER PRE-CONSTIIUCTION MEETING. • ALL IS 4 20 AMP BRANCH CIRWITS TO BE ARC PAULT PROTECTED MR ELECTRICAL PROVISIONS OF COGS TiHI EDITION (]0]O) 4 NEC ]IO)2 ]WIT Eo1TICK • W AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON IOTCHIEN CIRCUIT) • OMFUWEIR DISCONNECT To BE LOOKOUT IN PANEL • BATHROOM EXMAOT PAN TO NAVE MN CAPACITY OF M CP1 NTERMITTENT PER ELECTRICAL PRONSIOW OF SECTION MEOU 14CDITYR TEDITION (20202 • LA'"My ROOM AND SISUAEER ICQPTACLE GROUND SMALL BE GUND PANLT CICUIT-RRER IIPTER PROTECTION FOR PERSONNEL ON FED • WIRING METHOD NNA.L M NON METALLIC CABLE PER ELECTRICAL PROVSONB OF PEOE TTM E2 (2fi= ALL WORK TO COMPLY wTH ELECTRICAL MOVISIOIS OF TIE TBCR TTM m (20201 • ALL LAMPE SMALL Ell SK TSY OF LIGNT•Y" MUST EE R'ERGY EFFIO[TM 1TPE PER E91ICREIOY) ZOID. TMh EDITION *4041 METER FIELD VERIFY LOC. OPT. -------------------- COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' " 1'-0' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN / I L I I I LED LIGHTING C SINGLE LAV. BATH Q 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTBB. A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY W11M ELECTRICAL PROVSIONS OF TWEE PecR TtM EDITION [] N DER LOCAL CO, AND ALL LOCAL POWER COMPANY REOEIe VENTS . B. ALL CONDUCTORS SMALL BE TYPE TWH N/TNUN UNLESS NOTED OTHERWISE. GRADE PROVIDE I110 AMP, 0OA40 VOLT, I PNABE BECO DARL ELECTRICAL SERVICE. PROVIDE S 9 COPPER (CW N 1412" DIA SCIEDULE SO PVC C0NDW OR PROVIDE G 2/0 ALUMNI M (AL) N Y' DIA BCTEDW.E 00 PVC COOWT WS.ESS SERVICE Is PROVIDED By THE ELECTRIC COMPANY. COORDINATE OT14 THE ELECTRIC COMPANY PRIOR TO BID. I I � I I °L I I I a I I I I L I I � I — LED LIGHTING DOUBLE LAV. BATH 4 PROVIDE "AV M TNUN • 1% CU IN2' CCNGWi OR 9 4AS AL, THIN . 1% CU IN2' CONDUIT OR 2V AL SER (CONDUIT TO TERMINATE ABOVE SOPMT • OVERMANW COMBINATION SERVICE OISCONNECT BWTCM AND ELECTRIC PETER N NEMA SR ENCLOSURE TELEPHONE SERVICE SNITIUNCIll EOHTTINT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONlCTIONS 14 Cu SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FECIR TT14 EDITION Ctd/0). S/B" DIA X S Fr LONG COPMR CLAD GROND ROD i N. RONAL.D REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 t a ST pa Q NZ sumozv. as LOT: ABBOTT PARK LOT #25 BLK #12 PMJRC' 4181.000-25 21 �0�)QTi 4EBB "1828-CALL" GARAGM SMDM: LEFT PAC]& ELECTRICAL PLAN 160 MPH EXP. C P TM a09/21/21 SCALD 1/4"=r-0" �I'z�IgT E1 ■ PLUMBING PLAN SCALE 1/4 • P-0' y2' VTR 2j 1\ I I//X2� i � I \ i g 2. I \C 1 1/2' f t'` I \\ 1 2'- I I I/2' 3' I LAY I I 2 SHU R 1/2' 2 WASHER el J KITCHEN SINK W/ 2' VTR AUTO VENT _ �Ti im PLUMBING RISER DIAGRAM TUB TO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 ti tl o ei LA sUDDIV. At LOT. ABBOTT PARK LOT #25 BLK #12 PItOJLCT/ 04181.000-25121 molomu 4EBB "1828-CALI" OARAOL' 9VWG: LEFT PALM PLUMBING PLAN 160 MPH EXP. C Z" 'l-M NO,3,23 DP TT 09/21/21 3CALM 1/4"=1'-0" sIImm P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SWALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS PA15 i MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL CLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, &HALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 6. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBG 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FDCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL. OR WALL BRA" PLUG --FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC (DFL00R SLAB CLEAN -OUT (TY LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR ODD 4 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAF'CONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) mSXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-$'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED gEXT. GROUND CLEAN -OUT (TYPN ■ MECHANICAL PLAN SCALE: 1/4 . 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. SEP d N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 -. u a 6 o C aum ae LioT. 14 ABBOTT PARK LOT #25 BLK #12 mJ 006-25121 MODIM, 4EBB "1828-CALI" GARAGM SWUM: LEFT PAOM MECHANICAL PLAN 160 MPH EXP. C VA V, -�R a A9 cRA� �`NO 937230723 a 09/21/21 *CALM 1/4"=l'-0" e1;�31IT M1 I 2X4 TOP PLATE e�y�.���.���'' �� �11 3 5/8' OR 5 PLAT --IF IR' DRYWALL CHANNEL (25 �'�•� Y GA.) COPIN R DEAD PRE-FAB TRIM N' THICK. 7 COAT 1• CMU ee! IR• CLG. BOARD'S Cle•iMi ST�r+RAL FOR nIFMTL AITLI6D pwlt GB9lM PORT 1/2' DRYWALL DiR�nr to 3 5/$' ORB 3/8' METAL STUDS t7AeOlY�T ATTACKD TO FILL NOTE: STUDS IN 24' OG 20 GA METAL TO DE CELL AS FWA PARTITIONS SUPPORTING INSTALLED IN WALLS AL Rm I/2' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/8, OR 5 wo NA. GRALANT CABINEtB AND TUD/SWOURR 26 tCD FIXTURES AND WALL GA METAL TO 15E INSTALLED 3/6' BOTTOM uA It Snag CABINETS SHALL ME NOT IN ALL OTHER WALLS. STUDS GA SECURED LM ADM °LL TO BE SPACED 16' O.C. AT 2NO n.ea•.s roa aw �K AROUND r8Y LESS THAN 2x4, WHERE FLOOR WALLS ADJACENT TO FL CONC cru yLL�•e�L DOOR m~j R"TW4W TO 7X4 WOOD SPACED NOT MORE STAIR WELLS AND 15ATWROOM PAS°: Tc 3/4• H•et:.�� ,RA tlRAdD:Te SECURE Br. STUDS •2a• THAN 16' O.G. OR, NOT WALL$ W/ TILE FINISH WlooD FLOOR 7ncD sue wom �" MR PLATE TO SLAD MDDUCt axv. eTeeL tw led MAeoNRr °C LESS THAN 2x6, WHERE ul/ va wooD AF"WDVAL Rug %VRiCAL TRACK MY ono DOOR NAIL • 32 O.G. SPACED NOT MORE wood BASEBOARD SCREW 'yam TO or on:Re M THAN 24' O.G. I TpQAm B A Te Roon SLAB FIN. PLR TYP. INT. WALL (NON—BRG.) D 1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I1-1. TYP. O.H. 5/8' GYPSUM Bt OR 1/2, HIGH STRENGTH CLG. BOARD ENERGY CODE FORMS ATION R-VALUES .RENCE STRUCTURAL ELEVATION `—R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS s 24' Or- a* CMU 1/2' GYP. WL. 5D.- WOOD SASE — 0'-0' FIN. FLRJII _ m a W/ WINDOW OPENING 1-FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS NON—BRG. D 1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J V'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH F5CR 2020 1TH EDITION, SECTION R301.13 AND 160 1.5.1. TYP. WALL SECTION SECTION N�ING NOTE: METHOD TO ME USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE: 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE WITH F5CR S05.1.1.1 OF THE F5CR 2020 1TH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D48613 TYPE III OR TYPE IV UNDERLAYMENT. 2B GAS LINE THRU BLACK euu. w•.r-r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 1. 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. 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-J/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 -0' FIN. FLR 8' CMU s GARAGE DOOR JAMBS p1 SCALE: 11/2'.1'-0' � 2X4 SPF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS 0 EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS STRUCTURAL RAT RUN SECURED PER--/� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION If \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS s 24' O.C. 1/2' GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS &TO 4- NjIJ 0'-0' FIN. FLR 4 ROOF SHEATHING THICKNESS 15 ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH F5CR 2020 1TH EDITION, SECTION R301.13 _ . AND 1609.5.1. N W/ WINDOW OPENING D TYP. WALL SECTION NO OPENING NOTE: METHOD TO ME USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF qV SCALE: 3/4'.I'-®' UNDERLAYMENT IN ACCORDANCE WITH F5CR W5.1.1.1 OF THE F5CR 2020 1TH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM D486-3 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.7748078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 L q i le a A It o loIISDIV. Alt LOT: ABBOTT PARK LOT #25 BLK #12 PUROJIECT7/ 04181.000-25121 MODZU 4EBB "1828—CALI" 0AVA011 87MO: LEFT PAGO DETAILS 160 MPH EXP. C VT AA NO DP� 09/21/21 MICAM 1/4"=1'-0" U!I'Ecw 1111,1 D1 im 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (0 IA' X 6' J-DOLT LLV 4' MIN. EMBEDMENT W/ 2' X 2' X V8' WASHER 4 NUT OR X 8' ANCHOR BOLTS W/ 2' X 2' I( US' WASHER 4 NUT R tI SECURE 2.4 TO MA W/ m Ic 1/4' TAPCONS 1 IR' EMBED. 8' O.C., 4- END DIST, I V2' EDGE DIST. E SIDES, 2X6 GARAGE DOOR BUCK SECURED W/ 1.1 IQ' X S' J-BOLT OR ANCHOR BOLTS, WV 4' MR EMBEDMENT, UV 2' SI X 2' X I/D' WASHER 4 NUT. (V WITHIN 8' OF TOP, !U WITHIN 8' OF THE DTM, (3)EVBVLY SPACED. m OO m NOTES, ALL ANCMCft SMALL BE M ACCORDANCE TO MANFACIUIER'S INSTALLATION INSTRUCTIONS WWERE A=u lmft CTIaN6 ARE � 6TRINrpw GARAGE DOOR r BUCK ATTACHMENT 4r.4Ll. In•.r-6• 2X4, ME SECURE TO BLOCK W/ 3/16' TAPCON6 (MIN. SHANK SIZE J46 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') UT14IN 6' OF EACH END WO.G. MAX 6PACMCs 2X4, ON SECURE TO BLOCK W/311V TAPOONS (MID. SHANK SIZE .146 MRL HEAD SIZE 3" MR EMBEDMENT 1 1/4•) WITHIN S• OF EACH END 4 b' O):. MAX SPACING. 2X4, It SECURE TO BLOCK W/ 1/4' TAPCCN6 (MIN. SHIAW SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4•) WITHIN S' OF EACH END 4 W OG. MAX SPACING. 2X6: ® 2X6, = 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCONS W/(2) SAW TAPCONS W/0) 1/4' TAPCON6 CMK mM. SHANK SIZE.145 (MIN. GNAW SIZE .146 OWADK SIZE J46 MIN. MIN. HEAD SIZE J00 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN S' cm MIN. EMBEOMENT 1 1/4.1 MR EMBEDMENT 1 1/47 B-IDEpMENT 1 1/47 WITHIN 8' OP EACH END 6' GMU WITHIN 8' OF EACH END B' C.NR! WITHIN S' OF EACH END IR' DRTW4LL 4 W O.G. MAX SPACING. 4 W O.C. MAX SPACING. 4 16' O.C. MAX SPA SE CING. 6' CU'AU P.T. OR IRAME 4 'X4 ' MIN. I/J' DRYWALL 1/2' DRYWALL 1/2' DRYWALL SECURE THNRJ FFRI' 2X6. ® 2X6, m 1X8. EXTEND I-I/4' INTO P.T. NAILER SECURE TO BLOCK I'X4• SECURE TO BLOCK R'X4' SECURE TO BLOCK ❑ 17(4' BLOCK W/ 3Ai' WK2) 3/16• TAPCONG P.T. NAILER W/!2) !/16' TAPCONB P.T. NAILER WK2) I/4' TAPCON6 P.T. NAILER TAPCONS DOOR CASW, mM. 6 4AW SIZE J46 1/I6. OSa X 4' MR (MIN. SWANK 61ZE J45 DOOR CASING mR. MIMIC SIZE 148 mM. &MIMIC 54 145 MR HEAD SIZE MIS MR HEAD SIZE 300 MR. HEAD 61ZE 300 1/16' OJIa X 4' M K MIN HEAD SIZE J00 MIN. EMBEDMENT 1 V4') DOOR CASING MIN EMBEDMENT 1 V4•) MR EMBEDMENT 1 V4') MR. EMBEDMENT 1.1/4' WITHIN 6. OP EACH END WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR CA6M3 WITHIN 6' OF EACH END DOOR JAMB OR WINDOW 4 b' OJ:. MAX 4 18' OZ. MAX 4 18' Or- MAX 4 16' O.C. MAX SPACING ATTACH 70 2X PER BPACM6. DOOR JAMB OR WINDOW 6PACMG. SPACING. MANFACTURE8 DETAILS. ATTACH TO 2X PER ATTACH OB2X PER DOOR JAMB X WINDOW MAMPACTURES DETAILS, MANUFACTURE& DETAILS, ATTACH TO 7X PER MANR'AC1lRE6 DETAIL&, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLOCK +3/4" OR +5/4" R TO BLOCK +3/ " OR +5/4" A 11DiDO 2X4, EE SECURE TO BLOCK WV 3/16' TAPO" (MR. SHANK SIZE J45 MR HEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN 6' OF EACH END 4 16' O.C. MAX 6PACMG. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONS MIN 614ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 6. CM 6' OF EACH END 4 W OG MAX SPACING. iR' DRYWALL 2X6, 1= ❑ 1'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCON6 DOOR CASING (MIN. SHRINK SIZE .146 MIN. HEAD 61ZE J00 MIN. ET'IBEDMENT 1 V4') WITHIN 8' OF EACH END 4 W O.C. MAX DOOR JAMB OR WINDOW SPACE' ATTACH TO 2X PER MAMPACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +1 1/2" ^1f1NDDlf TO BLOCK +1 1/2" NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 15/16" /1111�fD011 TO BLOCK +1 15/18" 2X4, Ito SECURE TO BLOCK W/ 3AW TAPCONS (MIK 81401K SIZE .146 MIN HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 W O.C. MAX SPACRYa NOTE, STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK1) 3/6• TAPCONS 3A6' TAPCON MIN 1-1/4' (MIN SHANK SIZE J45 EMBEDMENT INTO BLOCK MM. HEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN ►' OF EACH END 6• CPU 4 16' Or- MAX 6PACIN(k In' DRYWALL 2X6, am. SECURE TO BLOCK I.X W92) !/K' tAPCONB P.T. NAILER (MR SHAW SIZE .145 DOOR CASING MR. HEAD SIZE 3" MIN. EMBEDMENT I VW) WITHIN 6' OP BACK END i b' O,C. MAX BPAGMQ DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN IFACTURE6 DETAILS, NOTE. SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" �111[NDOI/ TO BLOCK +2 1/4" „ NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" OTURnn,r 'rn wmc2c .HA•' 2X4, WE SECURE TO BLOCK W/ 3AV TAFCONS (MR. SWANK SIZE J46 MR HEAD SIZE J00 MR EMBEDMENT I V49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE. STRUCTURAL 2X MUST DE 2X6. m ON OUTSIDE 4 SECURED SECURE TO BLOCK THRE0U3H NON-STRUCTURAL W02) 3A6' TAPCONS 3/16' TAPCON MR 1-1/4' (MIN. SWANK SIZE J46 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') 6, C.pJ WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. VV DRYWALL 2XS, ® El I'X4• SECURE TO BLOCK P.T. NAILER W/(2) 3A6' TAPCONS (MR SWANK 812E JO DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4•) WITHIN 6' OF EACH END 4 b• OJ:. MAX 6PACMG. NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL MENDER WK2R2d WITHIN 8• OF EACH END 4 6' TO 6. O.C. MAX DOORJAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. /\VrINnD�OOR JAMB TO BLOCK +3" / n nA Tn NTA(!K a 9" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" �11�D�011 TO BLOCK +3 7/18" 2X4, 010 SECURE TO BLOCK W/ 1/4' TAPCON6 (MIN SN/NK SIZE J45 MIN. HEAD 61ZE 300 MIK EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 W O)C. MAX 6PACMG. 2)(6, SECURE TO BLOCK WX2) 1/4' TAPCONS (Mnv. SWANK SIZE J43 MR HEAD SIZE 300 MIK EMBEDMENT I V4') WITHIN 6. OF EACH END 1 IS' OC. MAX SPACING. 2XS, 6ECURE TO BLOCK W92) I/4' TAPCONS (MIN. MINK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' O.C. MAX SPACW NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TH8OW.14 NON-STRUCTURAL 3A6' TAPCON MR. 1-1/4' EMBEDMENT INTO BLOCK L�1 6' CMU I/J' DRYWALL Ix l' P.T. NAILER XI' P.T. X 4' MR /— DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 114•) DOOR JAMB TO BLOCK +3 3/4" .11RND01/ TO BLOCK +3 3/4" SE • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA B: 0003325 04 A ll t >y -A aunDiv. Aw LOT: ABBOTT PARK LOT #25 BLK #12 PROJRCT/N 04181.000-25121 "oamr; 4EBB "1828-CALI" GAMtAOME SIM G: LEFT PAd14: DETAILS 160 MPH EXP. C I M. 09/21/21 sCALlik 1/4"=1'-0" B*Ecw D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IZ/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3Z/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/B/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FSCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 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 1Z/31/ZO21 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 12496.5 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 12/23/2023 10S31.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32S02.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MIWINDOWS&DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353A MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 1Z/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBat 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S5.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13292.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/32/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'ZT' VINYL SOFFIT SOFFIT 2020 FBCR 1Z/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 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003326 L4 4 H 8 aysDsv a. LOT: ABBOTT PARK LOT #25 BLK #12 mj 0�-25121 MODINU 4EBB "1828-CALI" GAJRAGIC 8 'WMMKG: LEFT PAGL': PRODUCT APPROVAL LISTING 160 MPH EXP. C 22. P TZ 09/21/ D21 BCALM 1/4"=1'-O" et1MIaT D3 PREFORMED CONTROL JOINT RANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH - S' OG MAX (VERTJ, NOTE,. DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES UV &SECURE CCOYNTROLLJOIi o TEMP. DURING INSTALLATION -- FASTENERS TO BE SPACED-7 • T Or —MAX VERTICALLY / 1, THICL 3 COAT CEMENT PLASTER URB LAYER -2, PORTIRBER BUILDING PAPER APPROVED METAL LATH FASTENED -I' (VERT.)Or— MAX AT SUPPORTS URB LAYER -1, STUCCO WRAP WOOD SHEATHING vAmim LATH SHAL06 BE CONTINUOIM THROUGH JOINT& BIAT BE STOPPED A TIED AT EACH SIDE. PER ASTM CI0b3 PLACED 2X4 BLOCKING PLACED PLAT MAX. 6' TO S' PROM CONTROL JOINT UA* N \ CONTROL JOINT FALLS ON L FASTENER& FOR LATH TO BE NAIL& OR- i STRUCTURAL 67W STAPLES IN COMPLIANCE W ASTM C063 r 2. WIRE TIE& TO BE (NO. I5) 00415' WIRE 3. BLOCKING SHOUN MAY BE N ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD MUAIrO . R.4 Ia1POLO OL FOLD etlLelo - IR. A L CNIA/E . I-r. • L CIIAN - Pr. C OL Pa.o nlNAlc . R. A L Cr•,W - Pr. & POLO Ar ® L roLO NLYO • R. A L CprA"-M.D L CIVAe{ . Pr. C 4.f R.0 0.04 PT. 6 TILL Pr. C TOUCH" &OTTOM IL.HN r 0 NX)TTQ1 NAL FOLD. QQ. IIQLGUT. URB LAYER Q, FORTUFBER BUILDIG PAPER fpRav orLY) UPS LAYER % STUCCO UIRAPmm" dLY) flrALl PLAwen RAOMM (SM APPROVED BUILDING NIR.41- SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAP& (ROLL ENDS) 4 6' - HORIZONTAL LAP&. ALL SEAM& HEED TO BE TAPED WITH FORTIBER 6NEATHING TAPE / 1' nM. L4P . fETAL LATH \ LATH VERTICAL LAP TO BE M �— PETAL LATH I UNIS LAYER M, STUCCO URAP URB LAYER 2, FORTIRBER BUILDING PAPER JI ER 2 6CAP A Q KIC KO UT DETAIL VERTICAL LATH & PAPER DETAIL SIDE NOTE, OP METAL PLASTER BASES SHALL BE SECURED TO RW TIG MEMBERS. T1EY SHALL BE TIED BETUEEN SUPPORTS WITH 00415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 6' (226-AMA AS PER ASTM CI063. FOR REPAIR OP TEARS IN URB LAYERS, TEAR& MAY BE PATCHED U11HOU&C URAP TAPE PER MANUP. OPEC. OR PEEL A STICK WOOD SHEATT BUILD( PAPEF 6TUCQ PIPE/ WIRE TO URB LAYER Q, FCW090M BUILDING PAPER METAL LATH 6'xb' &ELF-ADHERIYa MEMBRANE PLASHING OVER 4'x4' FLASHNG OVER APPROVED Noun UNMAN-. FLA&IdIG TO EXTEND ONTO PIPE R-ABNMG TO EXTEND ONTO PIPE J' THICK 3 COAT CEMENT1,17—WCONT. BEAD OF SEALANT PLASTER INSTALL APPROVED HOUSEI RAP AIR METAL LATH ",LTRATICN BARRIER OVER SHEATHING URB LATER @. FORTIFIBER BUILDING PAPER ELASTOIIERIC COATING OVER STUCCO) LAYERMIRE C.V. FINISH (SEE TYP WALL SECTION) 6lUCc� UOOD SHEATHING SECTION E)derlUr I W IYn Rf�iGelerYa o uee of portlend deeper .I.11Extm pli.b MII comply`ofn ST appl928-18 roquirFmerd- d ASTM C 928-1 Bb. InuMbbcn of e. nor la6irr2 and fmtrdnp ` —\I WM mmply Wth ASTM C /083-11h, arASTM 1787. 4'x4'6ELF-A0HEPV G MEMBRANE FLASHING (COMPATIBLE UY HOUSE MAP MATERIAL) OVER APPROVED HOME UIRAP, I' OR LESS PIPE PENETRATION OAT AND OVER -AP ONE 61DE OP—/ &ELP-ADHERING MEMBRANE PLASHING STEP 01 WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFNJA I SCREED z 5'X5' 'L' TYPE CONTINUOUS L z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF � I -.—IWRR Tg1R NOL (.DD OR r)Q� Irl'ALL ILIO(Wi R.A�1M1& AT &OTTQ1 OP ROQ e .u, NIOY�CTIONM ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. Tr. 6. LEGEND WRAP )'LATERAL) OVER 4'x4' &ELF -ADHERING MEMBRANE I'LA6HNG OVER APPROVED HOUSE URAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP OHE SIDE OF 6ELF-ADHERIG MEMMAPNE FLASHING DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAF') WR5 LAYER 02 (FORTIFIBER - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -i/16° ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.1.1 / ASTM C-84-1-14a, MIN, 2.5 L55. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd&signgroup.00m L AA #: 0003325 y Is, Ro Ro 4 aunwiv. as LOT. ABBOTT PARK LOT #25 BLK #12 PMJR=# 04181.000-25121 moDmu 4EBB "1828-CALI" GA>RAGM BIWMG: LEFT PAGI M WALL ASSEMBLY DETAILS 160 MPH EXP. VIA Z)ATW 09/21/21 sCALM 1/4-=1'-0" 0*13 ' WA1 00 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER FINISH STUCCO ID TOP, SOWS) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. &' SELF ADHESIVE BWOOD CONSTRUCTION • SEQUENCE OF FLASHING TO BE, OVER TOP t SIpES I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING ..p OF SEALANT AT TOP AND FLASHING SIDES ONLY. SEALANT IS TO BE UNIT WRB LAYER "I, TOOLED SO AS TO DEFLECT STUCCO WRAP i - WATER AWAY FROM JOINTS. 1441 N. RONALD RFAGAN BLVD. i' %:; E-2 BEAD ALL AROUND PREMANUF. DRYER LONGWOOD,FL32750 1:1 VENT -APPLY SEALANT ALL VENT CAP (SET IN WRB LAYER "2, FORTIFIBER FAx 4o7774.60o78 %- JOINTS AND INTERSECTIONS CONT. SEALANT) 78 BUILDING PAPER www.abdeslgngroup.com APPLY SEALANT AT PERIMETER OF AA #: 0003328 BACKER ROD NON -MOVABLE FRAME AND STUCCO y• ON ALL SIDES, CAULKING JOMT ALL AROUND SEALANT • TOP t SIDES J' THICK, 3 COAT CEMENT WOOD SHEATHING PER SECTION R703.7 PLASTER LAYER h, Exterior lathing and glaeiedng STUCCO WRAP BACKER ROD Exterior use of portland cement plaster shall comply with the application R DRYER VENT Ys' TO Ya' MID -WALL LAYER 4, FORTRBER BUILDING PAPER requirements of ASTM C 926-18b. ,BLOCK) JJ WEEP SCREED METAL LATH X� Installation of exterior lathing and framing �TRtIGTION —1/8' TEXTURED • WOOD ' shall comply with ASTM C 1063-19a,FMISH r -X or ASTM 1787. DHESIVE FASTEN : WOOD STRUCTURAL WRD LAYER M, i �.x�,. FLASHING a au 1 STUCCO WRAP ; -; HOODED VENT BUILDING PAPER 'O.UICK WOOD FRAMED Lei_ees_LL i' THICK, 3 COAT CEMENT PLASTER OVER FLASH' r WALL METAL LATH _ HORIZONTAL WEEP SCREED ( FRAME TO FRAMES WRB LAYER -2, FORTIFIBER PIPE THROUGH / WALL :' 6 WIDE STRIP SELF BUILDING PAPER MASONRY FLASHING. �EAW. WOOD SHEATHING l ;TEXTURED ..' MEMBRANE FLASHING WOOD SHEATHING OVER BOX AND OVER 6' WIDE STRIP SELF APPROVED WRB ADHESIVE FLASHING, CLEAN LAYER h MASONRY BEFORE APPLYING STEP, S T E F #2 1 PLASHING ELEC. METER FIELD 1 VERIFY LOCATION ELEC. METER FIELD PPRSTONE NaasEOwR�A,�— VENEER OVER ecRATcaN coAr VERIFY LOCATION BELOW WRB LAYER h, o. STUCCO WRAP HORIZONTAL WEEP SCREED APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT CUT SUCH THAT NO MEMBRANE 9 APPLY ' MIN GRADE 'DFELT SELF -ADHERING MEMBRANE FLASHING WZSTONE VENEER PRIOR TO INSTALLING ELEC. METER APPLY TO FACE SELF-ADHEORNG (FRAME TO BLOCKS EDGE FLASHING OVER CAVITY TO BE FILLED WITH RIGID POLYMERIC APROVED HouSEWRAP SEWRAP FOAM WRB LAYER e2, FORTIRBER LEGENDISOCYANOTE-POLYBLEND -('GREAT STUFF' OR SIMILAR) BUILDING PAPER G JTEp I *3 STEP #4 DRAINAGE PLANE (WRB BASE SEALA TILICO r POINT LAYER #1 STUCCO LURAP) THAT ELEC WIRE PENETRATES �0 1Qt rL s i a o x aUDDIV & 1LOT: ABBOTT PARK LOT #25 BLK #12 PMJSCT# 04181.000-25121 HODffiLa 4EBB "1828-CAU" GAnAZZ BWMG: LEFT PAD]& WALL ASSEMBLY DETAILS 160 MPH EXP C ELASTOMERIC LURB LAYER 62 (FORTIFIBER — — — — — COATING OVER BUILDING PAPER) AREA TO RECEIVE STUCCO/ G.V. FINISH STUCCO SCRATCH GOAT APPLY E-Z BEAD a SECTION) TYPICAL WALL METAL LATH X—X—X—X t 1 COAT OF PAINT W/BACK- OVER 60 MIN ROLL PRIOR TO GRADE 'D' ; METAL LATH STUCCO ELEC. METER INSTALLATION FELT -PROVIDE 79327 PROVIDE STUCCO SCRATCH SEALANT AT ALL aSEP COAT LARGER THAN THE ELEC.JOINTS ANDeINTERSECTIONSU100D OR 1/16" ZIP WALL METER GAN OR METER CANSHEATHING COMBO OR METER GAN AND SELF-ADHESIVE FLASHING — — — — — DISCONNECT NOTE: DP TM 09/21/21 METAL LATH: LATH TO BE PER SECTION OQ ELECTRICAL CONDUIT STEP #5 STEP #�o NCAIM1/4"=1'-0" R103.1.1 / ASTM C-541-14a, MIN. 2.5 L55. U PENETRATION PER SQ. YARD (UTILITY OR NOMINAL O ELECTRICAL RECEPTACLE LATH DOES NOT MEET SPECIFICATIONS) WA2 WOOD SHEATHIN WOOD CONSTRUCTION 4/'4' HAT CHANNEL ' TYPE X. DRYWALL WOOD SI-(FATHER WRB LAYER 9, STUCCO WRAP ]' THICK, 3 COAT CEMENT PLASTER WRB LAYER 9, STUCCO WRAP NCO AM66-UFWC-TSm CUSTOM CASING BEAD NO GAP INFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. ALE: 1 1/2'.I'-®' EXT. wow FRAMED WALL _WRB LAYER 9, SW -FLOOR DECKM6 STUCCO WRAP WRB LAYER 42, FORTIFIBER PRE-ENG'D TRUSS BUILDING PAPER ]' THICK 3 COAT CEMENT WEATHER 111E816TI VE - DARWER 9 PLASTER WEATHER RESISTWE . 6' SAP. • TOP OF WEEP SCREED BARRIER 9 TO SHEATHING BEHIND WEEP SCREED k THICK 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED METAL LATH ulooD eHEaTHMrt— 1 y" W SELF -ADHERING FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW —WRB LAYER 9, STUCCO WRAP — WRB LAYER "7, FOWIFI15ER BUILDING: PAPER —6' SELF-ADHEREING FLASHING WRAPPED • CORNER OF CANTILEVER 4' POSITIVE DRAIN DEEP 9GREED NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER "1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL IFBARRIER -2 }' THICK 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE7twme_aQs= W/TEXTUREWppp SHEATHING FINISH ]' THICK, 3(2) 2x12 HEADER PLASTER VINYL 4' POSITIVE DRAIN 4V-RemVINYL CASING BEADE FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 7 VINYL CASNG BEAD ]' THICK 3 COAT CEMENT PLASTER TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH ]' THICK 3 COAT CEMENT HEADER/BEAM PLASTER YINYL CORDER BEAD VINYL CORP. 4' POSITIVE DRAM VINYLVINYL C�I��� WEEP SCREED IELRIN FIELDFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION I EXTERIOR GRADE Yi GAP FOR BACKER DRY WALL ROD 4 SEALANT — I' THICK, $ COAT CEMENT VINYL CASING BEAD PLASTER \ VINYL CORNER BEAD -VINYL CASING BEAD WATER (ROOFER bt- LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3. 26 GA GALV. PEEL 4 STICK) METAL DRIP EDGE SET IN FULL 15ED OF 6' PEEL 4 SEALANT,)§' MIN 9TICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK )i GAP FOR BACKER I )§'XI i'.• P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS — VINYL CASING BEAD WATER PROOFING I"WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 , r BARRIER 9 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER 7 ia'.w'� CANTILEVER n 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA GALv. METAL DRIP EDGE SET IN FULL BED OF I )§'XI V4' P.T. OR SIMULATE SEALAR. )i' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Yi GAP FOR BACKE VINYL CASING ISEAo ROD 4 SEALANT WATER PROOFING 1st FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANEL CANTILEVER ]' THICK, 3 COAT CEMENT PLASTER METAL LATH S/S' TYPE 'X' DRYWALL WOOD SHEATHING WREXTURED 4 PANTED WEATHER RESISTIVE FINISH BARRIER 9 WEATHER RESISTIVE ]' THICK, 3 COAT CEMENT BARRIER 7 PLASTER VINYL CORNER BEAD 4' P081TIYE DRAM w1fie aGwi Pf VINYL CASING BEAD Np GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2LUMN SHEATHING GATHER RESISTIVE !REF\ IER 9 'AATER RESISTIVE 4RRIER 4 SAF. \ -EEL 4 STINK I )Wx3' 'L' FLASHNG FULLY EMBEDDED IN ROOF CEMENT 1)§' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, J' MIN. SPACE FROM DRIP FACE TO TREX /— \PEEL 4 STI SUB FLOOR I OO )§' P.T. OR SIMULATED WOOD /TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. MODIFIED 9® 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD S/S• TYPE 'X' DRYWALL lU/TEXTURED 4 PANTED FINISH ]' THICK 3 COAT CEMENT PLASTER / WEATHER RESISTIVE BARRIER 9 (LEATHER RESISTIVE BARRIER 42 EXTERIOR COLUMN COLUMN SHEATHING LEGEND- 6' SAY. 'I J6'x3' V FLASHING DRAINAGE PLANE (WRB FULLY EMBEDDED IN ROOF CENT LAYER "I, STUCCO WRAP) IN X 3' 26 GA GALV. METAL DRIP EDGE WRB LAYER °2 (FORTIFIBER — — — — — SET IN FULL BED OF SEALANT,Yj•MIN. BUILDING PAPER) SPACE FROM DRIP FACE roW& VINYL CASING BEAD METAL LATH x—X—X—X WATER PROOFNG lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR 111ro' ZIP WALL ]' THICK 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING 4' POSITIVE DRAIN JEEP SCREED VINYL CORNER BEAD J / (SNOW) FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING( SCALE: NT8 WOOD SHEATHING 2x FRAMING MEMBER ]' THICK 3 COAT CEMENT PLASTER 2 1/2' A2 FASTENED TO SHEATHING m;.y�;,.,r.. .. • T O.C. MAX. C WRB LAYER 9, STUCCO WRAP 'z WOOD SHEATHING METAL LATH WRB LAYER 4, FORTIFIBER BUILDER PAPER 14A CORNER BEAD ® FRAME 2 1/2' CORNER BEAD (FASTENER 4 SPACING A i' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R\CORNER BEAD � BLOCK WRB LAYER "I, :{Y± STUCCO WRAP ' WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH a' THICK, 3 COAT CEMENT PLASTER a b'SELF-ADHERING FLASHING n DRIP CAP •I ' WINDOW FLANGE WRB LA ER •I, STUCCILRAP WRB LAYER 02, FORTI BUILDING PAPER—� METAL LATH ]' THICK 3 COAT CEP PLASTER 6'SELF-ADHERIN63 FLASHING SHEATHING 1 WRB LAYER fl, STUCCO WRAP I WRB LAYER 02, FORTIF15ER BUILDING PAPER ' METAL LATH (EXPLO)ED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND. SEP 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 c Ll sumty a. LOT4 ABBOTT PARK LOT #25 BLK #12 PltoizcT# 4181.000-25121 moDmA 4EBB "1828-CALI" GARAGD OWFNG: LEFT PAGM WALL ASSEMBLY DETAILS N.160 MQ EXP. C ROLAND A ABOUT AR NO 937 IX 09/21/21 CALL'' 1/4"=1'-0" ammT WA3 WOOD SHEATHING --� WRB LAYER 7, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD �7 a11� �• o VIEW FOR CLARITY) WIRE, LAYER h, — STUCCO WRAP VINYL ANGLED SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WIRE, LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP \` WINDOW FLANGE CASING BEAD ® WINDOW 15 C ( FRAME, W/BAND) Y; GAP TYP d' THICK 3 COAT CEMENT f ASMG BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER s STUCCO TO SIDING TRANSITION �� LAYER 02, FORTIFIBER BUILDING PAPER SIDING-T WOOD SHEATHING WRB LAYER "I, \ \ WRB LAYER PI, STUCCO WRAP STUCCO WRAP \— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO i 8 CASING BEAD (CROSS SECTION) � TI!)CTION BE WOOD 6MATHMG WEATHER RESISTIve BARRIER 6ARIHER 1112 STIVE 4114e *low, i � \ DHERMG Upi' , I RAM- RING Qa PLABHMG 6 �� I a7 UFATWER I^E918TIVE / \� \\ DER RWER erarrER sTRIP ERIRESISTIVE OR I I \ \ 4 e' SEEP -ADHERING PLASHING GALV'D METAL GALV'D METAL '2'PLA614MG W FLASHING uICDD TRIM MEMBER / QAfiW, / \ / WOODTRI M@I TED I \ `t SEAL CLAP w�c^LJCJ G \ / OR APPROVED eEALMIT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.7.1 / ASTM C-S4'1-14a, MIN. 2.5 LBS. METAL LATH PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER STUCCO WRAP WOOD SHEATHING WIRE, LAYER 02, FORTIFIBER 111000, BEYOND 66'�BELWF�ADHERING BUILDING PAPER � I WRB LAYER 01, WOW 6MATWM THICK, 3 COAT CEMENT - ! STUCCO WRAP WEATHER RESISTIVESAIWBWEATHER RESISTIVE FI \ BAIVISER •1 TO LAP PLASTER ;. I A I WEATHER RESISTIVE / W MIK ABOVE TOP FATHER 6ARRIER -2 OF I PLASHING WRB LAYER e2, FORTIFIBER:X Y' LAP / SIDING SAL i I i BUILDING PAPER elenvE RRIER S'BELP-� I `� BA VINYL ANGLED WEATHER RESISTIVE CASING BEAD M METAL LATH / \ \\ // DAJWER-2 VINYL CASING BEAD i 6TARrER STRIP THICK, 3 COAT CEMENT _ METAL FLASHING (EXPLODED VIEW FOR PLASTER \ / / CLARITY) GALV'D METAL /�' WEATHER RESISTIVE PLAeHMG DAMMER 9 TO LAP I �T UIOOD�ItlM M R � � OF IFL� TOP ` E-Z BEAD VINYL CASMG ` Y' X er eR111LATED CIW!(I' F-EXIBLE PVC \ / I WI�OD TRIM MCMBER BACKER ROD) ' SELP-ADHERMG CASING BEAD ® RAISED \ BAND (FRAME) TH1 PLA6TAT \`\ !..?,' , qt APR VELD "MMir "i try A H HERIPMISTIYE MARINEREHWGISTIVE SCALE: I I/2' vmmLE URATNER RESISTIVE a-z BE BAfMER q (W/W FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO FATHER RESISTIVE ® FRAME TO FRAME BARRIER a 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH X—X—X—X STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — SEALANT W INL 2X FRAMING MEMBER SEALANT WINDOW FRAME THICK, 3 COAT CEMENT PLASTER METAL LATH i a ... -..... — ...... .- WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/fib' FLEXIBLE PVC BACKER ROD) WRB LAYER h, STUCCO WRAP, :-S7c>LF ED AROUND FRAMING MEMBER ADHESIVE FLASHING SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP /� THICK, 3 COAT CEMENT CASING BEAD / PLASTER TO WINDOW r-- METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING A Al WRB LAYER Of, STUCCO WRAP 6' WIDE PEEL t STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (Wl%* FLEXIBLE PVC BACKER RI MEMBER •APPLY FULL BED OF SEALANT BETWEEN FLANGE t BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 A c F-sumviv. se TA ABBOTT PARK LOT #25 BLK #12 PROJECT# 04181.000-25121 HODul, 4EBB "1828—CALI" GARAGE s7IMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AR NO W729 jf DP � 09/21/21 s 1/4"-1"-°" CASING WA4 of CARES LD BE TAI N IN KEEPRKi TIE VENTMOPERLY N', rmiO 1P ALIGNED. VENT PIPE M SEALED IF UnLRED. NAIL IN PLACE SI ANINPGALVANIZED USINGITN'NAILS AT EACH CORNER. ROOFING CEMENT SIiDULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE _ OUTER EOGE AND AROUND THE ENTIRE PERIMETER AS CUTOUT GOOSENECK VENT—ING IN THE ROOF RECOI.M IN EDINSEVERE WFATNERCOASTAL ' SHEATHING. SIZE THE OPENIM IN ACOORMNLE MTH THE CONSTRUCTION 20N:5. CHART SITDTMN. IN THE EVENTA MECHVNMJLL VENTFM IS USED, SIZE THE VENT OPEN-1 IN ACCORDANCE MTH VENT FAN IMNUFA RE'S PINNO COINN:CTON INSraUcnowS W NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN TIE RE INTERFERING SHINGLE SOTHATAROUNDTHE PERIMETERT-AYS OPENING SO THAT THE NAIUN. FLANGE 1 OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE FLANGES OF nE VENTUPMID UNOER S-IETOP .A LAV ON ES.EBOTTOMVENTFANGESTO THE TOP OF THE SINGLES. ROOF HOOD VENT DETAIL EI NM CUT NDUBN{RA" AT NS' ANGLE U MODRED -1. OUT , IN HOUSEI~ LINM OF WNDWN OPENING \ \ APPROVED HOUSIBRAP OVER SHEATHING OVER ` LLD STUD WALL STEP 1 INSTALL S'— SELF•ADHERNS FLAS,HNG OVER NMLING FLANGE JAMISS EXTEND FLASHING MIN P MaLm SILL FLEXIBLE PLASHING DO NOT SEAL BOTTOM 1N Mill TEMPO FOLD -I NO" TUCK F at HEA FOLD N AT INSTALL !' — SELF -ADHERING FLASHINCA OVEREA VINYL HD MASHING (WTH I DAMS) NAILING FLAW I EXiEFID SE FLNGN WING TM I' MIN BEYOND JAI'ID MASHING INSTALL VINYL C CAP MOLDEDARWNDB44EOF PIPE AND OVER FIANCE ALIGN FLASHNO UV M. EDGE OP SILL MO. MECHANICALLY FASTEN FARAD EOGES. [CAP "LS. STARES) INSTALL OUPCINT FLEXSRAP ASTH FLASHIki AT THE FOLD HOUSlYRAT OC UN N TAPE DIAGONAL CUT A ACROSS HEAD OF N PLUMBING VENT DETAILS SCALMT INSTALL S' WDE ADHESIVE - DACKED FLEXIBLE FLASHING MAMMAL OVER DRIP CAP JOINT CPROIMCTO-ARAI' SIT-20XL - EOJV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS 38' MDE VALLEY FLASHING SBA OR HEAVIER FELT UNDERLAYMENT ASPHALT ROOFING CEMENT NO FASTNERE MTNN e' OF CENTERLINE IRA FASTNERS IN END OF SNNGLE ENDENOSHNOU.I AT LEAST 12' BEVON VALLEY CENTE-NE ' CLIPPED OFF CORNER AT AS MOREI -SHINGLES TRIMME PROM VALLEY CENTERLINETERUNE L IT 16 THE CONTACTORS, RMOPOF1a0ILTT TO VERIFY ROOF VALLEY DETAIL THE OMPA. SELLY OF . L FlOODUCT6 IN HOUSE~, COMPATIBILITY °"PIEDDucR NG UDNG SCALE,FLAS14NM MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANtPACTIRERS, WRITTEN SPMCFIC:ATIQNS Aa SEALANTS MAY MIACT ADVERSELY F HOT CLEAN AND SEAL JAMS TO BILL JOINT$ WITH DOW MOB FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE; REPAIR SCHEME $HOU.N $HALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION NELOW THE WIPDOW OPENING SEAL INTERIOR PERIMETER OF WIDOW WITH SEALANT APPLY OSI HGU CO EGIUAL) SEALANT 4 UIRDCUMMU JONT. MAUD APPLIED R_ASHNG CLANCO WHITE -SEAL RC -ES OR MGLAL). SLOPE SILL TO EX NOR, L IT IS THE CONTACTORS RMEPRNSIBILTY TO VERFY TIE CO7PAnBILNTI' Q ALL PRODUCTS, INCLUDING SEALANTS A SELP-ADFOEItl RASHNG MATERIALS USED DURING COATRICTION. 2. PLASHING AT EXTERIOR UANDOUB AND DOOR OPENINGS SHALL BE INSTALLED N ACCORDANCE UTH MAN RACTUMIRN INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF RIC RI03A U N ACCORDANCE WTH FENESTRATION MAMIPACTWIERS NS,TALLATION AND PLAS14M INSTRUCTIONN, . EISNRIOL SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 www.abdesigngroup.com #: 000332.5 SUN lOVERa LOT: ABBOTT PARK LOT #25 BLK #12 pmjzcT# 04181.000-25121 MoDgnu 4EBB "1828-CALI" GARAGE 9WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C L 2 A.L=NOX 723 D 09/21/21 SCALE s WA5 / I 2x6 SUB-BANb - f W/1'x4' NOTCH a r -- - -- / END, WRAPPED IN PEEL t STICK !1\\ METAL FASCIA WRAP I DRIP EDGE I E - ----------- -- I I \ i/S' TEXTURED \\ FINISH is WOOD I 2X6 sue BAND In' TEXTURED l FINISH a CMU \ \\ l a \ /� aV \\ \� I , METAL FASCIA ` I WRAP Ye' FROM \\ © PLAN B �- STUCCO, I' FROM WOOD WALL \ \ ----------- -- - - -' ;a �--EXTERIOR WALL i (FRAME OR CMU) \ \ \\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) ®ELEVATION ®PLAN A • 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH .WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP(FRAME ONLY) WRB LAYER 12, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT — 1116' TEXTURED FINISH B )WOOD, 1/2' TEXTURED / / FINISH iv CMU —2xfo SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL : STICK 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 6'-8' O.G. MAX. 2x SUB -BAND W/115'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C9? WALL 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 SUB BAND DETAIL C& WALL W /KICK —OUT ►ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA�'x4' NOTCH m END, WRAPPED IN PEEL t STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA�'x4' NOTCH 0 END, WRAPPED IN PEEL t STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 ja 17 c 1 a a�l�s avan:v. a< LOT: ABBOTT PARK LOT #25 BLK #12 PMJZCTp 04181.000-25121 moDme 4EBB "1828—CALI" oARAGIN awaao: LEFT PAGO WALL ASSEMBLY DETAILS %160 MPH EA Qj 2 P TM D09/21/21 SCALIb 1/4"=1'-0" asmo �:rT VV H6 f . Y — — — — — FM-12X18 — — 1 —t — — — f — FM-12Xt2 4" CONIC. X - SLAB way x1 ro m F-24X24 r 1,-0„ �,-3 /2" 1 to I \\ 10 • I 1.1 O \`\ EXTEND FM-12X18 O a ( � 4" PVC SLAB 11/2" 117 1 q `\ \CHASE 1A I \ 1 • TOP OF 1 o ` F SLAB m IX \\ M I 4 I _ lo TE-1 — — — — •� 1.1 L1 N *5 1/2" 1 1 a 17'-8" 2'-8" 1 3 0 5 I Y 1.1 1 N r Im 4 V Iw i N IN_ • � N a I~ N I� N ,A EXTEND 1 2 1A SLAB 11/2"--- _ 1.7 1.1 FM-12X18 h 4" CONC 1 SIM. N N la w SLAB i 1 3'5" 1/2, 1 INa �31/2" i 1 . 51 I' 7 1/2" � 1A 2 J 1J., FMG12X18 -- FM-12X18 a -- FMG12X18 — 1.1 1.7 FM-12X18 11 I------- J o FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +44', 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. I1.01NDICATES #5 BAR, EIINDICATES #6 BAR,aNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #8 =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 (POP 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 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Fm = 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 j 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, 7lh EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 616 W1.4xW1.4 OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 S. SEE PLAN 1d' FM-1202 12" CONTINUOUS 12, - (2)#5% FM-12x18 12, CONTINUOUS 19, - (2)#5's FMC-12x18 12, CONTINUOUS le, - (2)#5's VARIES F-24x24 24" 24" 17 (2)#5's (2)#6's FOUNDATION PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-SO78 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 a a+s� om svaDiv e. IAT: ABBOTT PARK LOT #25 BLK #12 PROMCT#t 04181.000-25121 MODAL: 4EBB "1828-CALI" GARAGM SWUM: LEFT PALM FOUNDATION PLAN 160 MH EXP. A.A NO DP TT 09/21/21 OCALM 1/4"=1'-0" allow s1 30' MIN. EACH WAY MONOLITHIC FOOTING tt >P STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 2 CELL SEE PLAN FOR SIZE AND o SPACING REQUIREMENTS o SPACING REQUIREMENTS 1 P • Tf- -s GARAGE DOOR i� y 1 RECESS pow FM 3, 8" CMU WALL ' 8"CMU WALL > . CORNER BARS, SAME SIZE AS LARGER BAR I +- a -a' .•I IN FOUNDATION WITH 347" LEG EACH m - - TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I .•• SO THAT THE STEEL REINF. IS CONTINUOUS q TOP OF SLAB �_. Ij MATCH AMOUNT OF CONTINUOUS BARS >I •I CURB FOR EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORV) 18" ° ; ` ' EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE �' I� c CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET _ �:p. AT ELEV: WI 12" ISOLATION�.a JOINT (WHERE - • • 6"CHAMFER (2STORY) #q P4• I W/ 1/2" ISOLATION t , ° -' 4"CHAMFER (I -STORY) 6" CHAMFER (2-STORY) APPLICABLE) i SEE SCHEDULE #5 30' JOINT(WHERE •. • APPLICABLE a ) BEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR NkD, BAR SIZE 36„ FOR W D, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N, AND BAR QUANTITY H AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 n 2 �\ CORNER BARS DETAIL DOOR OPENING SCALE:34"=1'-0" @ GARAGE SCALE:3/4"=V-0" ,1 SCALE: 3/4"=V-O" ~ SCALE: 3/4"=T-0" (1) #5 REBAR VERTICALLY W/ CONC. m w POURED CELL AIM c H 8" CMU LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON am 5 #4 REll 024" O.C. CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT $ SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 3 3 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING E+Q x,� _5' I WALLW/SYP I F 2" CAPPED J NEW REINF. BAR No 2 STUDS SEE PLANS FOR PLATE TO SLAB W/ SECURE ST.WEDGE GALVANIZED PIPE 5: w SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 12'k9" WEDGE ANCHOR W/ 2" W/FLANGE 0 BASE O a EPDXY. MIN. EMBED 5 TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH 8", ONO S PLATE EPDXY 5-1/2' EMBED. MIN. 16" OC •, 4, � g p FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. G, REINF. W/ f6-MIL Ji SPECIFICATIONS FOR € USE AND BTM AND TOP PLATE 10 WWM ON {I POLY ETHYLENE SECURE FLANGE TO i PREPARATION OF ANCHORSW/ S x 1 ALLwCOMMON NAILS FILL ALLR BARRIER ON SLABW/(4)1/4X 2 1/4" HOLE.COMPACTED HOLES, DO NOT USE tOd TAPCONS x 3" SEE SLAB SCHEDULE N FILL TERMITE o�0} TREATMENT SHALL BE a <°' BORA-CARE QQ' TOP OF SLAB ° < ° (2) CONT. #4 REBAR 4" CHAMFER (1STORY)—` a f 6" CHAMFER (2-STORY) , 4 — •. (2) #5 REBAR ON CHAIRS a 12" MIN. DEPTH INTO z 2,000 PSF VIRGIN SOIL OR 95% COMPACTED SOIL EQ.EQ, SEE SCHEDULE VIRGIN OR ENGINEERED SOIL ? p FOR WAD BAR SIZE SLAB HEIGHT LESS THAN 36' PER PLAN BOLLARD 5 ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP 6CALE:3/4„=,'-D•' MONOLITHIC FOUNDATION `° SCALE:34"=1'-0' INTERIOR CURB FOUNDATION WOOD WALL SCALE:34"=1'-0" W/ BLOCK WALL (W/UPLIFT) Sf224G ALE:3/4"=V-9' LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 46" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. CELL SEE PLAN FOR SIZE AND 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE PROVIDE BLOCKING LAP TO OCCUR OVER STUD 20 OR Zx6 WOOD BEARING OF WALL W/ PLAN PROVIDE BLOCKING SPACING REQUIREMENTS i BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE m PROVIDE DBL TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO o a NAIL 12' O/C STAGGERED. PROVIDE DBL. TOP PLATE SLAB WS MASONRY NAIL 12' 0/C STAGGERED. � Q ADDITIONAL METAL ADDITIONAL METAL O w CONNECTORS NOT REQUIRED WHEN NO CONNECTORS NOT REQUIRED WHEN NO �, 8" CMU WALL UPLIFT IS PRESENT. UPLIFT IS PRESENT. ' '. POURED LINTEL CONT. (TYP.) R ',rp•. 8"CMU FILLED CELL (TVP.) TOP OF SLAB SEE SLAB SCHEDULE . SEE SLAB SCHEDULE I°' 2X WALL FRAMING - -BEE SLAB SCHEDULE " 12" DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB +_ 0'-0" P Z a '' MINIMUM EMBEDMENT INTO 4 < TOP OF SLAB "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND b—- CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB e • - J ° BEE SCHEDULE SEE SCHEDULE FOR BAR 312E EQ. EQ. SEE SCHEDULE FOR WAR, BAR SIZE AND BAR QUANTITY BA ./ AND BARR QUANTITY FOR MID, BAR SIZE ,AL � AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO SE Q INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL ,,, FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=l'-a' SCALE: 3/4•,=1`°' iV SCALE: 3/4"=1'-0 (NO UPLIFT) (NO UPLIFT) SCALE'34"=1'-0' 1 N. RONALD REAGAN BL LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774 4078 www.abdesigngroup.com AA #: 0003325 Z °F kZ A- � 76 C flu-p�S1 a }t�p�S 3 Q aysDly ae LOT: ABBOTT PARK LOT #25 BLK #12 pm' 18 06-25121 MODMIA 4EBB "1828—CALI" 5ARAGM 8WMMWa: LEFT PAIOS: DETAILS 160 PH EXP. C 2 L VR'NO W723 J DP 09/21/21 SCALD 1/4"=1'-0" IeIIRRT S1.1A DOWEL PLAN SCALE: 1/4"= T-0" i N. RONAL.D REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 o 8van:v as LOT: ABBOTT PARK LOT #25 BLK #12 pMJM 04181.00 -25121 acoaIM.0 4EBB "1828-CALI" GAIt"M 8wwa: LEFT PAOM DOWEL PLAN 160 MPH EXP. C E71.2 09/21/21 M 1/4"=1'-0" r TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 1P[r—' HOOK GROUTED BONDBEAM 4 VARIES PER ELEV. 1441 N. RONALD REAGAN BLVD. - LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 a - www.abdesigngroup.com 4 AA #: 0003325 #5 BARS ■ 5 S CLEAN OUT REQUIRED FOR INSPECTION 111 m ra 0'-0" FIN. FLR. a TIE ERTICAL REBAR . a TO HORIZONTAL ■ 4 4,. REBAR W/ 10" HOOK mod_ j 0 BAR SIZE 48 BAR DIA.�c #3 16' CMU UNIT DIMENSIONS H 4 30,E b ARE NOMINAL SIZES #6 36' #7 42' O�Q MASONRY SYMBOLS HORIZONTAUVERTICAL `• SCALE: 3/4"=1'-0" y REINFORCING � W 1 SCALE: 3/4"=1'-O" 0 mA STEEL REINFORCING IN GROUTED a 0 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS mw U w , E 8" CMU WALL 0-0 TOP OF SLAB 4 TOP OF SLAB EX T PORCH SLAB ° SEE SLAB SCHEDULE 4" CHAMFER("TORY) BAR SIZE 48 BAR DIA. 4 W/ 1/Z' ISOLATION 6" CHAMFER (2-STORY) m o JOINT (WHERE 24' #4 24" APPLICABLE) i - MATCH STEEL 30" 6' PVC CHASE f !v REINFORCEMENT' PER SCHEDULE 6" PVC CHASE THRU FOOTING aysaiv ae LOT: ABBOTT PARK LOT #25 BLK #12 PROJL'CTp 04181,000-2 121 4EBB "1828-CALL" aA L#.GZ INIMUM: LEFT PAGM DETAILS I160 MPH EXP. C THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT ST FOR WtD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" S 22 aP 09/21/21 NICAM 1/4"=l'-0" sl Emm s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (cl) SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES L — — — — — — — — — — --A— — — — — — - — — — — L--------- —1---------j 8F16 MIN-lT/OM/lB 17'4' BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = l'-O" 1 N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 s ABBOTT PARK LOT #25 BLK #12 0418 006-25121 MODaIA 4EBB "1828-CALI" GAP-402 aWWO: LEFT PAGO LIFT BEAM PLAN AND NOTES 160 MPH EXP. C = I 09/21/21 aCALM 1/4"=1'-0" almmT s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. n9l 1. PLACE LINTEL ACROSS TOP OF OPENING. 10 11{5 BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTELPLACE STEEL . 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. OF REI FN ORCG (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 105 �Vg TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TVP. 8'x16" b OJT 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 1#5 TOP OF THE LINTEL. �1a 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. P8'� / / tt.�f�0 F Bx16 DEL BOND TOP OF / $ e BEAM W/ {1) #5 BAR BOND BEAM EACH COURSE • 8x8 BOND BEAM TOP OF • Q�N1e�' W/(i)#S BAR .ti_ BOND BEAM OFO F=FILLED W/GROUT t'� U = UNFILLED GROUT SOLID FROM TOP �\D NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH OF #5'S, IN2ND BOND BEAM,IFFILLED LINTEL. /SEE NOTEg �E16-1T/1BLIXNTEL W/(5 #5 BAR(L2)NCRETE BEAM COURSE�(# PQ�Q NOMINAL—�� LENGTH OF BAR = WIDTH OF MASONRY a HEIGHT # OF #5'S, TOP OPENING - 7' ' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX -tT/tM 08INDICATESA DOUBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE 3/4"=1'-0" AND XFXX-1T/OMDB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL W/O STEEL (Lt) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1TNM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE 300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1W EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST OR DRIVE PIN (MIN SHANK WINDOWSIZE.145 MIN HEAD SIZE.300 SILLMIN EMBEDMENT 1 1/4') 8' 77 ff-ILOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4' M EMBEDMENT 2x8 (MIN 2 X 3) 2-N16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK EA. END VCMIWAOSBS EMBEDMENT HEATHNG TYPICAL MASONRY WINDOW SILL CONSTRUCTION 5ARCHWAY FRAMING DETAILS J SCALE: 3/4" = V-0" r SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE At STEEL REINF. OF OF ELEVATION S BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM _ 1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 Qi m S le a O a Rill sXMDiR S. LOT: ABBOTT PARK LOT #25 BLK #12 pnoiwTI� 04181.0 0-25121 MODEM, 4EBB "1828-CALI" GA1t"30 OWDIM: LEFT PAGO DETAILS L160 MPH EXP. C V aA NO Dp ATjL. 09/21/21 sCAIM 1/4"=1'-0" 811M STAA "LOTT'S 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 LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 SM-013 181T 1T 1T 9-1T/0B -1TroB TYPE LENGTH 8!8 PLAIN 8/8 SOLID TYPE LENGTH 8#1.1T 8116-IT W204T 824.1T &28-7T 02-1T 8#L113 16-ITN 7TH 1TH 1T/1a -1T/1 8/8-2T e/te-2T erzosr e24-2r &2s-2T V32-2T 3'$" PRECAST 1438 952 3114 4217 5321 6428 7531 3' 6" PRECAST 689 1024 3'$" PRECAST 15oo 3524 4394 5263 8132 7001 2486 8113 am Me owl 10000 1569 3524 4394 5263 6132 7001 N-0" PRECAST 1065 700 2305 3125 3945 4705 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3050 3815 4570 5325 8079 1961 0113 7192 6624 7827 8751 1363 3D6D 3815 4570 5325 8079 4'4r PRECAST 819 533 1770 2400 3033 35M 43DO 4'-6' PRECAST 398 591 4'-6" PRECAST 12DT 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7585 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2560 3123 36M 4249am5' 4' PRECAST 411 411 5' 4" PRECAST 1016 1806 2374 2944 3513 4064 1319 44M 7196 7342 $780 8 1016 2276 2838 3399 39611 4084 5-10" PRECAST 817 1024 1031 2D90 2649 3009 3470 5'-10' PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 36e3 5877 0036 6548 Me 929 2080 2593 3107 362D 4133 8'$" PRECAST 892 1139 3227 3031 3707 4383 5061 8'$" PRECAST 410 721 8'$" PRECAST 895 1201 1578 low2332 2709 1139 3227 45M 7054 10000 8825 835 1868 2329 2790 3251 3712 T 8" PRECAST 570 998 2496 2206 2888 3191 3685 T$" PRECAST 303 534 T 8' PRECAST 718 900 1181 1482 1749 2025 938 2498 3406 4884 7067 0472 727 16124 2025 2426 2827 3228 9' 4" PRECAST 428 633 1593 2204 2481 late 2821 9'4" PRECAST 192 384 9.4" PRECAST 454 686 787 948 1129 1310 639 1074 2296 3081 4099 4890 572 1318 1643 1969 2164 2519 10'-8" PRECAST 388 487 1247 1767 1904 2163 2028 10'-0' PRECAST 151 301 101-6" PRECAST 356 40 812 755 899 1042 560 1407 1897 27e1 9272 3784 504 1190 1472 t783 7710 1889 11'�" PRECAST 330 544 1312 1742 2252 28M 3630 11'-4" PRECAST 132 417 11'�" PRECAST 430 400 530 am 777 872 544 1312 1742 2262 2868 3662 455 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 1596 no 25ae 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 363 36e 476 587 899 783 507 121D 1698 2048 25s6 3171 440 940 1300 1680 1314 1478 13'-4' PRECAST 270 433 1045 1365 1732 2157 2536 13'•t' PRECAST 82 298 13'�" PRECAST 308 303 393 484 576 us 414 1045 1355 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1808 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 300 443 626 hoe 390 978 1272 1608 1950 2389 378 717 961 1 1192 975 1133 14' 8° PRESTRESSED N.R. NR NR NR NR NR NR 14' 8' PRESTRESSED N.R. 283 14' 8' PRESTRESSED 239 422 506 on 746 865 458 1079 1429 1824 2277 2712 246 so 980 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR 19-4" PRESTRESSED N.R. 262 15'-4" PRESTRESSED 224 387 464 574 6" 793 412 1014 1340 1703 2118 2513 230 610 908 1134 1363 1672 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 174" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 328 305 451 687 am 300 856 1121 1413 1739 2047 192 Soo 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1V4' PRESTRESSED N.R. 148 19 4" PRESTRESSED 162 268 348 430 613 50 235 738 959 1200 1467 1716 lee 429 023 803 950 1098 21' 4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4' PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 464 527 —,so sea 833 1038 ties 1468 142 373 537 690 818 943 22-0' PRESTRESSED N.R. NR NR NR NR NR NR 22-0" PRESTRESSED N.R. 116 22'-0' PRESTRESSED 137 228 290 359 428 497 166 5W 784 992 t203 1381 137 358 513 e59 779 1 9W 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 OM 844 1014 1u7 12a 319 a55 5e1 eel 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 d N. RONALD REAGAN al LONGWOOD, FL32750 PH: 407-774-607S FAX: 407-774407E www.abdesigngroup.com AA #: 0003325 o iLTHDIV. a L071 ABBOTT PARK LOT #25 BLK #12 O 118 b0-25121 MOD=& 4EBB "1828-CALI" 0A tAQZ *WWO: LEFT PAGIM SAFE LOAD TABLES 160 MPH EXP. VT AR NO 93723 P � D09/21/21 2CAL1Q: 1/4"= V— 0" examen IT 16hB2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS; FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-W 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER ® 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 o is BUHDm & LOT: ABBOTT PARK LOT #25 BLK #12 PROJECT 04181.006-25121 MODEL: 4EBB "1828-CALI" GARAGE BRING: LEFT PAGE: FRAMING PLAN 160 MPH EXP ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" OlC, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE (9)1IM x 1 }'NAILS TO TRUSS N W'I6 HTSM20 W/10 TO "ROOF/WAUJFLOOR 8{2) SIMPSON HETA16 TRUSS ANCHOR WITH TR SS AN OR TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", 1/, TRUSS AND (4)1/4" x 2 1/4" SHEATHING x 1 NAILS TO TRUSS 16dSTRAP, (9) 10dx 1 NAILS 6", 8" x MAY BE ADDED TITEN 2 ANCHORS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DS , 5!' NAILS, GIRDER. PROVIDE 5" W/ 10tl NAILS, 2 ROWS, 3" GIRDS R LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2' x 4", (16) 10tl x 3 �" NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6% W x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR OPPOSITE FACES OF BLOCKWALL 1 WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 2 1/4" TRUSS )1/4 2 1/ ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BONO BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) J' x 5" TITEN HD TO CMU AND (12) BOB CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }" X 2 }" TO GIRDER 2x SECURED W/ (3)16d B41) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD (2) }"x 5" TITEN HD TO CMU AND (18) SDS }'x 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS tx2, 2x WOOD FASCIA SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }' X S"TITEN HD TO CMU AND (18) SDS }'x 3" 1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = 1-1:1810 LBS, L770 LEIS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, 1- 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LES(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 SCALE:34"=1'-0 GIRDER CONNECTOR(S) SCALE: 3/4"=,'-o" 2a 2b 2C SAL 4-1-a GIRDER CONNECTOR(§) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN TRUSSES WHERE LSTA1220 GAUGE TRUSS DIAG.IBRACE TO X-BRACING IS PRESENT AT W/ 10dxl/2 HOG NAILS COVER 5 TRUSSES) q'-(Y' O,C. (AT SHEATHING � EACH END. TOTAL OF 10 SEAMS) ELEVATIONPER O'-0" TO 30'4" (1)'W' BRACE FLOOR 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2(PT. PLATE GIRDER 8'VYMAx(V/Hx4) (1) "X" BRACE 0 CENTER TOBLKW/OL DIA. "X" OR tam MAx (W2X4) (2) BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' l FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH ° P EVA 10 lx4 DIAGONAL SEE ARCHITECTURAL MIN, EMBED. AT 7 OC PRE-ENG FLOOR TRUSS BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 5/B" GYPSUM BOARD OR 12' HIGH BRACING, SEE P.T. PLATE Wi 12tl's 8" STRENGTH Cl-G. BOARD a MA FORL CATION STIFFBACK (AS PER O.C. MAX H0 w REQUIRED 411 TRUSS ENG) CONT. 2X4 SECURED W/ SECURE TRUSS TO TOP PLATE W (2) (2) 10d's ® EACH TRUSS 16d TOENAILS TO BE INSTALLED DOUBLE TOP PLATE 5/8" A.B. WITH BTM. CHORD OF 10'-0" O.C, MAX. BEDMENT WOOD ROOF TRUSSES & (18)16d x 2X4 OR 2X6 WOOD BEARING LSTOPOST.,WALL W/ SYP No 2 STUDS SEE IT DIRECTLY L SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE BOND BEAM RED. BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING . n 12' O/C STAGGERED. ADDITIONAL METAL tYY' GYP. WL. BD. _ 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER CONNECTORS NOT • �- MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN REQUIRED WHEN NO COMMON NAILS AT EACH CHORD UPLIFT IS PRESENT. INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END V 7 -^' GIRDER/WOOD POST CONNECTIONS SCALE: 314'=1'-0' SCALE: 3/4"=T-0" PRE-ENG D TRUSS 5 FLOOR TRUSS CONNECTION Q L.B.W. 4 SCALE:-"=V-o" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114•D HOLE EDGE USED SO LONG AS THEY CONFORM TO THE FOLLOWING HOLE DIAMETER < 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 (F1 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 w FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE \V 01 SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE <.-D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" BQALE:34""'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407.774-4078 wwwAbdesigngroup.com L AA #: 0003325 A £� !� S3 t avaa:v do LOT: ABBOTT PARK LOT #25 BLK #12 P wj=T 04181.006-25121 KGpmL: 4EBB "1828—CALF" GARAGE BW MG: LEFT PAGIM DETAILS 160 MPH EXR C yy�l� VTCR SPACING (1) AT EACH END �I 2X4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 304" (1)'X" BRACE 30'-1" TO 601-0 (3)'X" BRACE "X" PRE-ENG GABLE TRUSS i tt�h11 ti4 (1) BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL D( SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ ° (AS PER TRUSS ENG) 1101 \ IIOI PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR u- SHEATHING FASTENER SCHEDULE" Li SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW ix2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2) 12d's PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS L 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 0 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/'I/2" DIA. ANCHOR BOLT Wl7' WASHER SET IN HIGH _ STRENGTH EPDXY 6" MIN. EMBED. AT 37OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" SEP 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 'j C a aVHDIV. & LOTi ABBOTT PARK LOT #25 BLK #12 pgwj aOT 04181.00 -25 21 1[OD�Le 4EBB "1828-CALI" DAItAOE sIIIIIIIIIM: LEFT PAOI& DETAILS 160 MPH EXP. C GABLE•ENo >�' HIP IIOOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7.16 ZONE i = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) 'W- 4'-0" END ZONE DISTANCE BASIC NAND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 ( ) 4=0 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN NAILS @ 4" O.C. EDGEWISE ZX4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2117' 0.131 F1667 SCREW HANK 170,000 RING (16-20 RINGS RSRS-03 Bd RING SHANK, 2 WIT' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 Bd RING SHANK, PNEUMATIC 23/S" 0.113 F1667 SCREW -NAILS RSRS-01 HAY I EH UH I RUSJ ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sol RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sol RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. L BUILDING LENGTH U T ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: - tool NAILS (ts 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS 4" O.C, ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 SE RING SHANK GUN NAILS Q 4"00. J TGPB S, T _ EDGES ® S Z z r Z9 Q LL S Z & $ Z O K b TYP FXT RHFATHING ATTACHMENT u NOTE: GABLES -DROP GABLE END & (1) ADUL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 1S'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS All (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING \ C#B Z' DECK SCREWS G 6"-8" O,C. MAX 0 EDGES & 12" O.C. MAX 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 NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3TC33M MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR 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 ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3IY. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION 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. Fh = 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64pL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE, PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI 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 EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: 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'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, 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 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMEDAND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AB15M GRADE 401N CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED 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 TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION: AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD non -concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER aARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, 16 psf TOP CHORD 20 psf TOP CHORD (7 p ASPHALT SHINGLES) psf III No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pStB 5 pTM CHORD 5 af BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PSI` WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PSt RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED =160 MPH 3. SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 38psf, BALCONIES (EXTERIOR) HOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. WI H STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 5OPsf, ROOMS OTHER THAN SLEEPING ROOM. 40pst,. SLEEPING ROOMS: 3OW,, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM 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 ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 316" DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIONI SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PST, FOOTING 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, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE LAP VERTICAL REBAR 6 X BAR NO. (46 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 WAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-OWGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PIACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T 44-PRIORTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C9/M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2' FOR #5 AND SMALLER T FOft#6 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1/2"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 A3e/A36M F = 36143i FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM Y A500/ASOOM GRADE B F = 48 ksl. STRUCTURAL PIPE SHALL BE ASTM AS A53M GRADE 8 TYPE E OR S. F = Y 3 Y 351a1. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J43OLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICAnON 812E TYPE -No REMMRKS APPLICATION SIZE 1. SPACING REMARKS 1. PT FURRING TO MASONRY/GONG. CASE H4RDENED-1- NNLII LONG. 0 6C GA RAGE DOOR BUCK NRT,CANC. `DV. NOWABIER TAPCON MASONRY FASTENER 0 QC 11rz'EMBEO-d`fND qST., 111Y'EOGE DST. SGO. AL. EXT. COORe to PT, SEE NOTES CASEHAROEN-L NNL 11/T LONG. 9'QC STAGGERED WNOOWNJOR1 FASTEN- INTO MASONRYMANC. GAJIAGE POOR BACK TO MA90NRTICONC. ?/8'OIA OR xs WNSHER EKPANVOK BOLT 10"O,L (3re°Dwl Zd°OIC(I-A) d-EMBED..4•ENO qST., ffSW DST. WINDOW BDCN 1. IT, SEE NOTES CASE HARDENEDCOIL NVLIM LONG. -.1Wm00NNDO0WFASTENEO STAGGERED INTO MASONRYA%1NC. METAL ST-TO MA9ONHYICONC CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EXT. SWING DOOR RI Y1 _ PCOIY EMBEDSND. BUCI(h PT, -NOTES NOWASH. FASTNER DST, I III ELIST. P2, TIIINDDW BUG( O.10B°PAFx1 tl8` YGC NO pST t O S EEL COL., �E W/ WASHER STAGG`-D I EEDGE GIST. 1? EB 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAP SHALL BE HILTI XZF 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. 1K MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED 1AC TAPCONS OR PAF TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325. a i sysnly as 1.070 ABBOTT PARK LOT #25 BLK #12 PmjzcT/ 04181,000- 5121 21119 4EBB "1828-CALI" GA %AGZ 8w1M0: LEFT PAGIC: DETAILS 160 MPH EXP. C 2 DATM 09/21/21 WCALM 1/4"=1'-0" 8XII11 T S NZ • FASCIA WOOD BOARD BY OTHERS 0 TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED SI THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHAI " MAX. DETAIL A FASCIA O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 70 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED �- 12" O.C. MAX (INTO 0 7(DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 0 STAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. HANNEL( }" MAX -01 lo- DETAIL D O STAPLESINSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT--'-L 0 J-CHANNEL J,K DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 101 BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI �BY OTHER 2-1/4" EMB. X2 WOOD BATTEN 0 `" DETAIL B J -Ir MAIN IN C L FASCIA 12 BATTEN STRIP ANCHOR 10d 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 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" 0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR L'__ WOOD (NOTE 1) SPAN'L' SPAN'L EAVE WIDTH, EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D'J SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q J-CHANNEL J" DETAIL C J-CHANNEL BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT 0 FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 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. 13.519 375 375 - .4 3.625 3.625 . 5 08 .0 12�A DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com 46 AA #: 0003325 J ap, 8 Iz t sunniv. ae Loa: ABBOTT PARK LOT #25 BLK #12 O J 0 0-25121 moDmu 4EBB "1828-CALI" aARAGM swam: LEFT PAG1& SOFFIT DETAILS 160 MPH EXP. C �� �� 7'�L j�?r� �52Q4�y� (z�