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HomeMy WebLinkAbout7774 Sail Clover Ln99 1828-4EBB-CAL199 to D E, C D i c,,k,�,c rp N r"; 71, i NA L - , I oC CODE, AND THE CITY OF '-_'FPHYRH1LLS HOMES ORnINANCES Grp 1 4 7' 1 /IEVV DATE �- CITY OF ZEPHYRHIL PLAN EMWNER 12602 TELECOM [DRIVE, TAMPA, FI 33637 Ted- (813) 740-9720 Pax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •pw=A BMING CODE, F=ZrrlAl, ASV. ABOVE LAV LAVATORY DATE DESCRIMON DR HORTON HOMES 12602 TELECOM DRIVE 7M ZDMON (2=) -ALL IWU AND STATE CODES :OCCUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLAM B A AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE MC. MEDICINE CABINET ALT. ALTERNATE MFp_ MANUFACTURER AMP N. M BD, BAMPERA F MIRD MT. METALINIMUM THRESHOLD CL CENTER LINE MTD. MOUNTED C CABINET mn. METAL CLG cmnjo N.T.S.NOT TO SCALE 01126AS CD'S ISM ARCHITECTURAL SHEET # DESCRIPTION VADAS 2011 FSC UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES "AS CDS FE-MIGUED ONiA$ SIDING ELEVATIONS ADDED OU16/19 CD* RE-M&ED TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC WIND SPEED - Vu1t=160 MPH Vesd=124 MPH :EXPOSURE - C I -STORY RESIDENCE - .2-STORY RESIDENCE - MAX. MIGHT AS PER LOCAL C R CLEAR D.C. ON CENTER CON CONCRETE PL PROPERTY LINE CPT CARPET PA PUSHBUTTON C.T. CERAMIC TILE PH PHONE D DRYER PL PLATE DBL. DOUBLE PLYWD. PLYWOOD DO DUAL GLAZED FK PAIR PG Al -FLOOR PUN PG A2C-ELEVATIONS "C" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN 04AW I FOOTING IIIEVISION PER M. BMS MnV* CC$ RE-IMED 02/" ADDED CJRELE55 FOOTER AT GARAGE DETAIL (FORT MYERO) 0242/M PLAN MAINTENANCE AND STATE CODES DIA. DIAMETER P, . PRESSURE TREATED DIM. DIMENSION R, RISER DIS . DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRB­L DR, DOOR REP. REFRIGERATOR DS. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING PG Ml-MECHANICAL PLAN PG D 1 -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL 03/25ft FAYM LINTEL SIZE AT FRONT ENTRY DOOR STATE OF FLORIDA SQ.FT. CAW.'S 04124A% ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATON (MELOU 04n4a REVISED WYAC VOL"S ON GGIFT CALC SCHEME (MELW PROFESSIONAL ARCHITECT: LIVING 1,828 Ga FT. D.W. DISHWASHER Sc. SOLID CORE EXT DR ob/12/19 ADDED' W EXTERIOR MODEEP FOOTER' DETAIL 12/81.14. (OFFL) PG WA1 -WALL ASSEMBLY DETAILS ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 GARAGE 430 Sa Ft ENTRY 16 SOT. FT. LANAI 88 ba FT. TOTAL 2,362 sat. PT: FA. EACH il). SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL S T. SHEET E EXHAUST S G. SHEATHING EXT. EXTERIOR SHWR_ SHOWER F G /FX. F GLASS Sim SIMILAR F.G. FUEL GAS SL SLIDING FIN. FINISH SL. GL SLIDING GLASS FR. FLOOR Sm. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL F . DR, FRENCH DOOR SECTION FTC. FOOTING FEW TEMPERED GLASS GAUGE THK� THICK GA. GAUGE DISP. GARBAGE DISPOSAL TOC. TOP OF CURB OF I GROUND-FAUL CIRCUIT TO.R INTERRUPTER T TOP OF PLATE TO.& TOPOFSLAB 0 GLASS TYR TYPICAL PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 061205 ADDED LED LK41T8 a KITCHEN 4 BAN PER MAW BOAS - 01A&% ADDED &TONE OPTION ELEVATION C 4 D (TAMPA) OW6" ELEVATION V SIDING -ADDED LOWER a GABLE ROOF 10/2bn ADDED OPT. W-e' CEILING HEIGHTS VVMV REPLACE USP CONNECTOR& UMT14 OrIP&N CONNECTOR$ 04/01110 REVISE EWAvENT RADON PLAN DIMENSIONS 04AVWO OPT. a'-O'CL& WAT.- ADDED LED LIGHT IN FOYER 04IMo -01 CLr - REVISED OPT. 81 1 HOT. ELEVATION 'C' �E*HT OF ARC"Y SSAftne ADDED FLEVATICW V 4 'M' (ORL) STRUCTURAL SHEET # DESCRIPTION GYP BD. GYPSUM130ARD UND. UNLESS NOTED H.B. HOSE BIB OTHERWISE c HOLLOW CORE V. VAPORWASBFR PROOF MR HEADER W. IIGT� OR HT HEIGHT W/ W1 111 INSUL, INSULATION WD WOOD INT. INTERIOR WDW WINDOW W/H WATERHEATER W.I.4/21/21 WROUGHT IRON 01/1b/M ADDED ELEVATIONS M'-111M-M* (on) PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS PG SI.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR ]INTERPRETATION OF THE CONTRACT DOCUMENTS. OVOWI 2020 FBC UPDATE 03/0341 ADDED SOFFIT DETAILS W6/21 ADDED ELEVATI" 'N' A '0' (OIL) ADDED STONE OPTION ELEVATION V alELEOURNE)) E 00411 ADDED ELIEVAT!a4 1- 4 V (ON.) iM)N!/JI ADDED DEN OFT. (TAMPA ( FT MYERS) IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2.1A-DETAILS JON PG S2.2A—SAFE LOAD TABLES ORDER To BUILD THIS PROJECT BASED ON THIS PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1A-DETAILS PG S3.lB—DETAILS CLARIFICATION. PG SN1—DETAILS AB DESIGN GROUP WnL RESPOND TO ALL WRITTEN PG SD1—SOFFIT DETAILS RE . 9 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILXTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE GENERATED FOR UNCLEAR ASPECTS OF THE ,BEEN 4ONSTRUCTION BASED ON THE DRAWING SET. .1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Wj KEVIN, fSFJ23DIV. to LOT. BBOTT PARK LOT #15 BLK. #9 Pl%OJZCT# 04181.000-15091 MODET• - 4EBB "1828-CALI" 0A1%AGE SVWG: LEFT PAGE: COVER SHEET %160 MPH EXP. Cr MAND A A8000MACRA L_ AR NO 93723 _j r-pwNT 8/14/21 DATIM SCALE. 1/4"=I'-O" SHEET % c 1 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. q 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 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. A PER SECTION R 2. & TABLE R 2.: THE RA SHALL SEPARATED FROM THE RESIDENCE S 30 6 30 6 GARAGE S L BE SEPARA RO ES ENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 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 STRUCTURAL, SEE ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH T AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. B. 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. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH 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 FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.T 1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"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 AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'$ 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: 12/10/20 (RIM) 1 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 dd dd 5! et ISO 3 StmDIV. de LOT ABBOTT PARK LOT #15 BLK. #9 PROJECT# 04181.000-15091 MODEIe 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C ND A. AR N DA 6/14/21 SCALE: 1/4"=1'-0" SHEET GN +/-I8'-4' SLDG. HGT... FTPON L, OR EOUIVO SHINGLE ROOF LAP $1011 SPEC 4' FRIEZE 6' SOARDI SHUTTERS - - - �++�1I " PEIDEODRATIVE - 1�� �� I� 1_I I_INil —i FRONT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT E ie 0'-0' FIN. FLP-eo 0'-O' FIN. OFF RIDGE VENT I�b AREA OF ATTIC = 2364 SQ. FT. NET FREEVENTILATION AREA REQUIRED V300 REQUIRED VENTILATION AREA 2364/300 = 7.RR VENT IATION AREA X SQ, I NCHES PER FT. (144) = 1134.72 SO. IN. MIN. REQUIREOVENTIIATTON .5X 1134.72 IN UPPER PORTION OF ATTIC - S67.36 SQ. IN. OFF RIDGEVENTTLATION AREA = 115 SQ, IN. PER VENT 567.36 /115 TOTAL * OF VENTS REWIRED 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 I--]' FEWER Fm- I m OFF RIDGE VENT LEFT ELEVATION SCALE= 1/4 . I'-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH S'-0' SRG. HGT.s g' D j F-1 0'-O'FIN. FLR . ----'-------------------'-- '---------------- 0� RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH HGT. ,o8 0 oV-0q FIN. FLR. DECO. DTL. A -V FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngrou p.00m L AA #: 0003325 Q y 4 o W�U SLJHDIV. de LOT: ABBOTT PARK LOT #15 BLK. #9 PROJECT* 04181.000-15091 MODEL' 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: ELEVATIONS „C„ 160 MPH EXP. 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AR DROANCOT o a® ANU ON FE TELEVINCN JACK CEILNS saxO TO BE NUPFORTED IN J-Dox ACCOPv AANCK 0l PDIR CEILM POW CEILING PALLISWT TO OE SUPPORTED N ACCORDANCE UV Box MARKED AD SIUDN POR G`IICLj 24' INCANDESCENT LIGNT DTRIP Cana J S' NCADUCONT LISNT STRIP nnn® N• MG4NPRBCNW LIONT STRIP ROOD Claw OPT. socum T 1QTPAO • P8 rmt-eurtON PoR ONR'!S use PORT • LOCATION OP TV JACKS 4 PWONE OUTLETS 4 FANS TO BE VERIFIED o WOS!ONEIR PRE-CONSTRUCTfON MKTNG • ALL ID 4 20 AMP ISRANCW CIRCUITS TO BE ARC FAULT FRRDTEcrED PER ELL•crRIuu PROVISIONS OF Ia TTW EDITION (2070) 4 NEC 21lJ2 2E1T EDITDN • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI o ISLAND (NOT ON KITCNEN CIRCUIT) • DISHWASHER DISCONIECT TO of LOCKOUT IN PANEL • ISATWROOM EXNAJST PAN TO NAVE MIN. CAPACITY OF 60 OFM INTERTTTENT PER ELECTRICAL PROVISIONS OF SECTION Moms NwOCR TTW EDITION [2E2e1 • LANDRY ROOM RECEP•TAG.0 SHALL OQ GROUND PAl1Lt GRCUIT•M7EIIIE•1ER PROTECTION FOR PERSONNEL ON FEEDERS • WRING PWI40D SINALL BE NON METALLIC CABLE PER ELECTRICAL FIROVIS" OF ASCII J PO [2020). • ALL UCRK TO COI'PLY WITH ELECTRICAL PROVISIONS OF THE FECR TTW FD l20201 . AL l I dMY•Ay CT*1D 6T �1 D!! AND TDIR OF LIG NIOT EE TYPL PER ENEMY C ICN tPIIE (DENT L ETIC®NCY) 2020. „NL EDITION R404J I \ I I I I I BDRM.#1 v v \\ PRE -WIRED \\ CLG FAN \ WE BDRM.j4 PRE -WIRED CLG FAN -------------- LANAI LIVING ROOM 1 \ PRE -WIRED` �. .) CLG FAN , PRE -WIRED r `)CLG FAN UPwl / DINING I 0 1 ROOM I !�f7s'"b• I — — I I E wo --"SWITCH IN CABINET GFI L _ - - - - L OR o OUTLET 1 DW $INK I I \ / FOR DW \ /� KITCHEN / u--- ° GFI / �_ _� -�• I RANGETill, loni r ,-W, IRA CFI. 1 BOLLARD r-----� / AS REQ. I )::�, PER BLDG. L - - - - J / CODE WALL MOUNTED / LIGHT W/SWITCH IN / ATTIC / • GPI y�/ CLG. j..( METER 2�0 OUTLET KEYLESS FIELD VERIFY 0- FIXTURE LOC. IRRIGATION OUTLET • 48' AFF. GFI ARAGE OPT. - - - - - - - - - - - - - - - - - - - - COACH LIGHT I 1 I I I I I I 1 1 II L II II / ®II S/Co, I 1 1 / ELECTRICAL PLAN SCALE: 1/4' • I'-V' `HOOD WIRE W/ OUTLET FOR AA FUTURE MICR bN -�. # / PRE -WIRED / CLG FAN CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN I I � I I L - I I I I s I I I I L I / LED LIGHTING ® DOUBLE LAV. BATH 7 \\ BDRM•#2 \\� 150 AMP ELECTRICAL RISER NOT TO SCALE. MINERAL NOTE ELECTRICALMATERIALS AND INSTALLATIONS MALL P PROVISIONS POOR IT14 CLG FAN CLG FAN E RIONTlw74DTMI0) LOCAL CODES AND ALLLECTRICAL LOCAL L POWER Fillis COMPANY REOWRIVIENTO. IL ALL CONDUCTORS SWALL BE TYPE 114M4TIN UNLESS AT NOTED OTHERAeE. POUER OOMPA TRANSPOR•ER PROVIDE lea AMP, 120/240 VOLT, I M"OE SECONDAWr ELECTRICAL SERVICE, PROVIDE 3 •I CAPPER (CU) N I-VY' DIA 604BOU1.E SO PVC CONDUIT OR PROVIDE 3 4MSI AD ALUM (AL) IN2" DIA SCHEDULE SO ANC CONDUIT lN&" SERVICE IS PROVIDED by THE ELECTRIC COMPANY. COORDINATE UNT14 TIE ELECTRIC COMPANY PRIOR TO DID. I I LED LIGHTING C SINGLE LAV. BATH 02 PIROVIDE "to CU. THAW • •4/0 AL. THW • PO CU N 2' [CONDUIT TO TERMINATE A C0MNAVON SERVICE I DISCONNECT 6WTC14 rEIA D ELECTRIC TER INNEMA 3R ENCLOSURE IDOARP TEL�CAELE TELCNNON ENTRANCE SERVICE 6ITPNANLL EOlIROIT ECIVT'SSNT INTERSYSTEM EONDM TEMNAL AT LOW VOLTAGE CONNECTIONS 1 R4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCAMP ROOTER STEEL PER ELECTRICAL PROVISIONS OF THE PEGR TTW ED1TIQN (2 M). DID" DIA X D PT LON3 COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com ` AA #: 0003326 J W 4 R O a IA styaDIv. AcBBOTT PARK LOT #15 BLK. #9 PROJECT# 04181.000-15091 MODEL' 4EBB "1828-CALI" GARAGE SAYING: LEFT PAGE: ELECTRICAL PLAN 16 MPH EXP. C 17 'M 8/14/21 SCALE: 1/4"=1'-0" SHEET E1 OND PLUMBING PLAN SCALE: 1/4 • I'-V 2j 2VTR � I\ i g 2' I \-1 1/2' AI/2' I \ f 1/2.\1 we \1 I ' 9I 2' LAV 1 �. I 3 I� I I 2 1/2' 2 SHM KITCHEN 2' �, SINK UI/ AUTO VENT J V 11/2� I I i/2'��2i-i1 I LAVI 1, ! PLUMBING RISER DIAGRAM TO t441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407.7744078 www.abdesigngroup.com AA B: 0003325 A e; ml a b ro a 14 SVHDIV. de L07CI ABBOTT PARK LOT #15 BLK. #9 PROJECT* 04181.000-15091 MODEL' 4EBB "1828—CALI" GARAGE SVnNG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C 01 11 D TE i /21 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT $HALL 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 FAB 4 MASTIC, AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 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 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL 15E CONSTRUCTED IN ACCORDANCE TO FBC 1TI4 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. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS @HALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS, II. DRYER BOOSTER TO BE A PANTEC4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 6O LINEAR FEET WITH MAX. SIX ELBOWS, LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL NOTE= ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM ? y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB '8XI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER---y CONNECTION TO PAD EXTERIOR WALL y 314' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE 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 FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG �-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTUSPEC FLOOR SLAB CLEAN -OUT (TY�PN.T) FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP. N ■ MECHANICAL PLAN SCALE. 1/4 . I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPS. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdealgngroup.00m AA #: 0003325 -. dd b i ap s a Q Q 6 BLTBDIV. & IL07CI ABBOTT PARK LOT #15 BLK. #9 PROJECT* 04181.000-15091 MODEL- 4EBB "1828-CALI" GARAGE SWWG: LEFT PAGE: MECHANICAL PLAN 160 MPH E)CP. C JUN 2021 tOA. AR N DAR= 6/14/21 SCALE: 1/4"=1'-0" SKEET M1 2X4 TOP PLATE PRE -FAD TRUSS V2' CLG. BOARD In' DRYWALL T r SECURE ST. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS 024' O.G. SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOTI THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL (NON—BRG.) D 1 SCALE: 3/4'.I'-V' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR W511. 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 1'-m. TYP. O.H. 5/8' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD 35/8'OR5 1/2' DRYWALL113E 3/8, TOP CHANNEL (25 GA) I/Y' DRYWALL 3 5/8' OR 5 3/8' METAL 24. O.C. 20 GA METAL TINSTALLED IN W RECEIVING UPPER/ LOWER 3 5/8' OR 5 CABINETS AND TUB/BHOUER 25 3/8' BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA) SECURED 01 TO BE SPACED 16' O.G. AT 2ND TO CONIC FLOOR WALL$ ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM WALLS W/ TILE FINISH PAF 4 TO SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION - —R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS �REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIFS a 24. OZ. 8' CMU in, GYP. ILL. SD._ WOOD BASE — v-w FIN. FLR a v. .a °4 n W/ WINDOW OPENING ti WOOD FLOOR W/ 114' WOOD SCREW —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) D1 SCALE, 3/4'-1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICINESS 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®'� ®' FR'L FLR' ROOF SHEATHING THICKNESS IS ENGINEERED PER ASGE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 16095.1. TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (K)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486S TYPE III OR TYPE Iv UNDERLAYMENT. ms role ou ua 2B GAS LINE THRU BLOCK �CAYN'•1'-�' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS, AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9' 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER W14EDULE ON SHEET ON PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY m'-0' FIN. FLRrL 8' cm I ♦ ♦ ♦�� ��♦��Ti�i�i�i�Q�O�i�iti���� �1 'A_� � ♦�i�i I i�i�iTiT��iTi�i?�Ti���i�i?��i _ s GARAGE DOOR JAMBS D1 SCALE: FIBERGLASS SHINGLES 2X4 OFF 24' O.G. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER SHEET SNI. PER STRUCTURAL DETAILS SECURED PER FASTENER SCHEDULE 7� STIFFSACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD. TRUSS Ak 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT Ir CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNL SECURE PER PER ELEVATION FASTENER 9C4EDULE 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. I/2' GYP. WL. BD. • cm WOOD BASE n- ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I-16 IN ACCORDANCE WITH FBCR 2020 a° NTH EDITION, SECTION R301.13 AND 160S5.1. n W/ WINDOW OPENING n TYP. WALL SECTION " " NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4''I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486S TYPE III OR TYPE Iv UNDERLAYMENT. JUN -IN ' 1N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 a `I t a Ip$� O BtmDly Ae w2l ABBOTT PARK LOT #15 BLK. #9 PROJECT* 04181.000-15091 MODEL 4EBB "1828—CALI" GARAGE BTIMO: LEFT PAGE: DETAILS 160 H EXP. C 2021 DATE: 6/14/21 SCALE: 1/4"=1'-0" 8HEET D1 TDP, 2X6 P.T.. CENTER OF DOOR HEADER SECURED W/ (U 112' X 8' J-DOLT W/ 4' MIN. EMIDEDMENT W/ 2' X 2' X IM' WA6MER 4 NUT OR UL (2) V2' X 0' ANCHOR BOLTS W/2•X2'%V*'"0474Nft R R CURE 2.4 TO DLK W/ R �' I14' TAPCONS 1 1/2' EMDED, 6' Or- 4- END DIST, 1 1/2' EDGE DIST. R SIDE& 0 2X8 6GARAGE DOOR DUCK 6E0JRE0 W/ !1 V2' X 8' J-DOLT OR ANCHOR DOLTS, lL 4' MIN EMBEDMENT, W/ 2' X 2' X 1/8' WASHER 4 NIT. (1) WITHIN S. OF TOP, (l) WITHIN 6' OF THE STM, R (3) EVENLY SPACED. R R R NOTES. ALL ANCHORS *HALL BE IN ACCORDANCE TO MANUPACTURER'6 INSTALLATION INSTRUCTION* WHERE O6TRIJGEIJT RE AUrW pJ61WIlCiIGNa AM MOM GARAGE DOOR 1 BUCK ATTACHMENT 2X4: 121 2X4: ® 2X4, SECURE TO BLOCK W/ SECURE TO BLOCK SECURE TO BLOCK W/ 3/16' TAF=6 (MIN. W/3A6' TAPCONS (MIN. 114' TAPCONS (MIN. SHAK SIZE .145 MIN SHA , SIZE .145 MIN. SWANK SIZE J45 MIN. HEAD SIZE -I= HEAD SIZE 300 HEAD SIZE 300. MIN EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/41) MIN. EMBEDMENT 1 1/41) WITHIN V OF EACH WITHIN 6' OF EACH WITHIN 8. OF EACH END 4 18' O.G. MAX END 4 IV OG, MAX END 4 18' OC. MAX SPACING. SPACING. BPACMG. 2X6: ® 2X6. ® 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/(2) 3AW TAPC40W W/(2) 3A6' TAPCONS W/(2) 1/4' TAPCONS (MIN. (MIN. SHANK SIZE J45 (MIN. SHANK SIZE .14b SHANK SIZE .148 MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN a' Cm MIN. EMBEDMENT 1 1/47 -LrMIN. EMBEDMENT 1 1/49 EMBEDMENT 1 1/4') WITHIN 8' OF EACH END a' CMU WITHIN 8' OF EACH END 6' CMU WITHIN S' OF EACH END Ix41/2' DRYWALL 4 ID' O.C. MAX BPACINKx 410. O.C. MAX SPACING. 4 18' O.C. MAX SPACING, 8' CMU SE P.T. OR T 5/4'XHRU FRAME MM.ME 4 I'X4' 2X& DIED 1/2' DRYWALL 2X8, CM1/2' DRYWALL 7X6, 1/2' DRYWALL OID EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK � I'X4' SECURE TO BLOCK ❑ I'X4' SECURE TO OLD= I•X4' SLOOK W/ 3/16, W/(2) 346' TAPCONS P.T. NAILER W92) 3/16' TAPCONS P.T. NAILER WK2) 1/4' TAPCONS P.T. NAILER TAPCONS DOOR CASING (MIN. SHANK SIZE J45 l/16' ObB. X 4' MIN. (MIN SHANK SIZE .145 DOOR CARING (MIN. SHANK SIZE J45 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD 812E 300 1/I6' OAZ. X 4' MIN. MIN. HEAD SIZE .' MIN. EMBEDMENT 1 1/4') DOOR CASING MR EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/49 MIN EMBEDMENT 1-1/4' WITHIN 6' OF EACH END WITHIN 8. OF EACH END WITHIN 8. OF EACH END DOOR CASING WITHIN b• OF EACH END DOOR JAMB OR WNOCW 4 D' O.G MAX 4 0' O.C. MAX 4 18' O.C. MAX 4 IB' O.C. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB opt WINDOW SPAr�'. MANYPACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER AD JAMB ��D OR WINDOW MANUFACTURES DETAILS. MAUFACTUEE6 DETAILS. MANUFACTURES TUEES DETAILS. NOTE, 814IM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" (ZMgDOlf TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOCK UV 3A6' TAPCONS (MIN. SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 W O.C. MAX SPACING. 2X6, CIO SECURE TO BLOCK WK2) 3AW TAPO" (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1/49 8• CMU WITHIN 8' OP EACH END 4 18. O.C. MAX 8PACI1 IA' DRYWALL 2X8, ® I'X4• SECURE TO BLOCK P.T. NAILER W/(2) 3%' TARO" CABINS (MIN SHANK SIZE .145 DOOR MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4.1 WITHIN 8' OF EACH END 4 18. O.C. MAX 6PACW' DOOR JAI"16 OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" nJ �ND�OII TO BLOCK +1 1/2" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" @BRIDGE TO BLOCK +1 15/15" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 814ANK SIZE .146 MIN. HEAD SIZE 340 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END. 4 IV O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, CID ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPOOMS 3AW TAPCON MIL 1-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 8' OF EACH END 0' CM 4 18' O.C. MAX SPAWNS. 1/2' DRYWALL 2X&FT SECURE TO BLOCK PX4' WK2) 3/16' TAIRCONS P.T. NAILER (MIN SHANK SIZE .145 DOOR CASING SIZE 300 MHEAD I. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IV OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" `��DOM TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" Qwwr mn wr.nrrr r9" 2X4, 010 SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 16' Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST DE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3l16' TAPCON MIN. 1-1/4' (MIN. SHANK SIZE 345 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 8. cm 8' OIF EACH END 4 18' O.O. MAX SPACING. 112' DRYWALL 2X6, 1=1 ❑ 1'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASINO+ (MI1 SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT I I/4') WITHIN 8. OF EACH END 4 IV O.C. MAX SPACING NOTE, SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL MEMBER WKZI2d WITHIN 6' OF EACH END 4 6' TO 8' O.O. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. /�,D��O�.�.O.R JAMB TO BLOCK +3" `l'M� w Tn Ar.(M(!K 4•!4" NOTE: SWIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" � 0W TO BLOCK +9 7/18" 2X4: Mill SECURE TO BLOCK W/ 1/4' TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 N' O:C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) I/4' TAPCONS (MIN. 3AW TAPCON MIN. 1-1/4' SHANK SIZE J45 MIN. EMBEDMENT INTO BLOCK HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' p'MU 4 IV O.C. MAX SPACING. V2' DRYWALL 2X6: ® I'X4' SECURE TO BLOCK P.T. NAILER WI/l2) V4' TAPCONS I' P.T. X 4' MIN. (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 11/4') DOOR CASING WITHIN 8. OF EACH END 4 16' O.C. MAX SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLOCK +3 3/4" &NDDOW TO BLOCK +3 3/4" JUN Ii N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 0. m 0 mm 9U13DIV ae L.OT ABBOTT PARK LOT #15 BLK. #9 PROJECT# 04181.000-15091 MODEL' 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 PH EXE.0 JUN 1+4 @ PRODUCT APPROVAL LISTING PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLq MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.30 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 23872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 23872,7 SIMPSON STRUCf. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCf. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12f31/2021 44 301.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 12496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 20860,2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 fBClt 12/31/2022 31495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 30531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WAILS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 35332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0"SWINGING EXT. DOOR w/SIDEIITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 30758.2 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 8/17/2021 10477.1 DAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 DAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 DAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 DAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 DAMES 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 5/22/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 • 1441 N. RONALD RFAGAN BLVD. LONGWOOD,FL327b0 PH: 407-774-6076 FAX: 407-7744078 www.abdeslgngroup.wm AA M: 0003325 14 C t. Krw Lu 'w a d a a aysaty as Los: ABBOTT PARK LOT #15 BLK. #9 P1tOJmCT# 04181.000-15091 1[ODmLc 4EBB "1828-CALI" anRwaa awsxa: LEFT PAGE: PRODUCT APPROVAL LISTING 160 PH EXP. C 202 HonWJa aeoucfu►cRA AR No a3M DATM 6/14/21 axaas D3 PREFORMED CONTROL JOINT FLANGE OF CONTROL JONM Td BE WIRED TIED TO LATH • S' OZ. MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES Wif SECUEG OMT� LL JOINUSEDT o TEMP. DURING INSTALLATION -------- FASTENERS TO BE SPACED • 1' O.C. MAX VERTICALLY I Ii•LA6 R3 COAT CEMENT /— W® LAYER 4, PORTIFIBER 1 BUILDING PAPER APPROVED METAL LATH FASTENED -1' (VERTJ OC. MAX AT SUPPORTS WIM LAYER 9, STUCCO WRAP WOOD SHEATHING BANElm LATH MAIL No LA CDNTINUOIJS THROUGH JOINTS BUT BE STOPPEDOEM TIED AT EACH SIDE. PER ASTM CI--3 \ PROVIDE 2X4 BLOCKING PLACED PLAT MAX 6' TOFROM CONTROL JOINT WHEN NOTE, S' \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR- -r / STRUCTURAL STUD STAPLES IN COMPLIANCE IW ASTM CW63 2, W RE TIES TO BE (NO. IS) 0O4T.Y WIRE / 3, BLOCKING SHOWN MAY BE IN APPMONN \ TO WAIL 67WO REQUIRED PER PLAN e O"M" TYPE CONTROL JOINT OLPoLD ►,WIC.PT.A O L--- Pat. A a. cnP.wi . PT. a A CRIASK . R. C ( j, LPoLD MWIID.PT.A 1� aQE.W.M.s POLO Ar ® L FOLD NaAlO . PR. A �. clsAAa . Pr. s 1 CRIAW PT.0 w Polo Pr. CPr. 6 TILL PT, O 7cuomOYOIIN 130110n ti.t•n. b M morropi re `� e PLAWN ~�� WrErt TIOM ORAL POLO.2a mm W. J' THICK, 3 COAT CEMENT PLASTER (PRAY[, W- a rbAT CRIM PI.A67ER (CP W Yi NQfft APPROVED BUILDING WRAP SHALL BE LAPPED A MINR1UM OF 6' • VERTICAL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / r I•M LAP . hlrK u1w \ hC X X X� I LATH VERTICAL LAP TO BE I- I METAL LATH STUCCO LAYER STUCCA WRAP UIO LAYER 9, PORTIMMIR BUILDING PAPER I 2 SCALE, I I/J'aI'-O' VERTICAL LATH & PAPER DETAIL Sim LAPS OF METAL PLASTER BASES NNALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 60416-IN. (R71-FMM) WIRE AT INTERVALS NOT MORE THAN I' (226-MM). AS PER ASTM C"31. ® KI C KO UT OR REPAIR O= TEARS INWRB LAYERS, TEARS DETAIL MAY 13E PATCHED WA4000E WRAP TAPE PER MAIF. SPED OR PEEL 4 STICK I !T.,L r 14ANIII6 AT SOTTOt1 Q !COP . IWLL NItIMCT0IM , L. FA ox R. ROOF j' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING WOOD STUDS SHEATHING BUILDING PAPER .nth LAP eTIlGCO ; DrE�y f HORIZONTAL LATH &PAPER DETAIL INSTALL FASTENERS (CLIPS; STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING WRB LAYER 4, PORTIRDER BUILDING PAPER FETAL LATH 6'206' GELP-ADHERING MEMORAJ•E FLASHING OVER 4'a4' SELF -ADHERING FEF'IBRANE PLAS14MG OVER APPROVED 4'.4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED NOUN WRAP. FLASHING TO EXT@),ID ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED HOUGNWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELMTOMERIC COATING OVER STUCCO/ C.V. PHSN (SEE TYP WALL SECTION) SECTION PER 5ECTION E,ar+a .hall or us. of tph' ft cement pasoar Mallnorner with tin epplioafian roquiromenb of ASTM C g28-1lb. Installation of ezlerior lathing and flaming .hell comply with ASTM C 1063-1ga, or ASTM 1767. 4-A4'6ELF-ADHERING MEMBRANE FLASHING !COMPATIBLE W/ HOUSE ORAP MATERIAL! OVER APPROVED HOUSE WRAP. I' OR LESS PIPE CUT AND OVERLAP C SELF -ADHERING WOOD SHEATHING: OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) j' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB < TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 0 STEP 01 PIPE PENETRATION DETAIL (F N.T.S. LEGEND- 6*,** SELP-ADHERING MEMBRANE PLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' KELP-ADFIEIENG MEMBRANE M-4614IN6 OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER— BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16' ZIP WALL SHEATHING JUN SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84*1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 R a cO 9 N T N W 0 L F-summm as LOT: ABBOTT PARK LOT #15 BLK. #9 Pl®OJL'CT#T 04181.000-15091 MODEZ, 4EBB "1828—CALM" GARAGE! BVMG: LEFT PAda: WALL ASSEMBLY DETAILS 160 MPH EXP. C INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECIrEN'E OF FLASHING TO BE: ...,,� I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND �.� VENT -APPLY SEALANT ALL ii.. JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT ALL AROUND PER ION R703.7 Exterior lathing andplasterina BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. .X �k Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, 1 .x. or ASTM 1787. ORB LAYER -1, STUCCO WRAP .; HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, POWPI15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER M, STUCCO WRAP LAYER 4, IFIBER BUILDING PAPERFORT C�ONDTUCT� -METAL LATH S' cm VINYL CASING BEAD 6' RAISED BAND .K' TO A- MID -WALL u¢e¢ ar¢een 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY DEFORM APPLYING 2 FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBEIR — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI' VERIFY LO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 4 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER. UNDER 'QUICK FLASH' �AWENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER i}' THICK, 3 COAT CEMENT PLASTER lb' TO V MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER •1, STUCCO WRAP WOOD SHEATHIN HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER M, STUCCO WRAP LAYER -2, PORTIFIBER BUILDING PAPER METAL LATH WOOD ' CONSTRUCTION +..r�FINISH �• ODD FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX a' CMU gsae arei nLL�L ADHESIVE PLASHING, CLEAN MASONRY BEFORE APPLYIN �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK STEP #1 STEP #3 S' WRB LAYER 01, STUCCO WRAP WRB LAYER "I, STUCCO WRAP APPLY MIN SEMBRANERING 9 ' GRADE 'D' FELT FLA MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4. ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #6 OELECTRICAL RECEPTACLE •i N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 dd b a C i a arrO as LOT ABBOTT PARK LOT #15 BLK, #9 PMJRCT# 04181.000-15091 MOD1QIs 4EBB "1828-CALI" OA> t"M eMMO: LEFT PALM WALL ASSEMBLY DETAILS 1,16VVRH EXP 17 P � D6/14/21 SCAL1: 1/4"=1'-0" a�T' X T dd H2 WOOD WOOD CONSTRUCTION I%* HAT CHANNEL- ' TYPE 'X' DRYWALL WOOD SHEATHING UPS LAYER 'I, STUCCO WRAP j' THICK, 3 COAT C PLASTER EXT. WOOD FRAMIM WALL 'WRB LAYER 'I, 61,1154LOOR DECKSG STUCCO WRAP WRB LAYER 4, FORTIFIBER PRE-ENG'D TRUSS BUILDING PAPER J' THICK, 3 COAT CEMENT WEATHER RESISTIVE BARRIER N PLASTER WEATHER RESISTIVE 6' OAF. • TOP OF WEEP SCREED BARRIER Q TO SHEATHING BEHIND WEEP SCREED J' THICK 3 COAT CEMENT PLASTER 4' POSITIVE DRAIN ACME METAL LATH —_ — —_ WER E WOOD SHEATHING- 6' SELF-ADHERING FLASHING WRAPPED • TOP OF WEEP SCREED A' POSITIVE DRAM -TO SHEATHING BELOW rle nr r \ � WIRE, LAYER -1, L STUCCO WRAP (SHOWN FOR 11 SEPARATE AC ' WRB LAYER -2. FORTIFOER m I BUILDING PAPER a -. _,,, :. ,--:, ,,:�-6' SELF -ADHERING '- ' FLASHING WRAPPED WRB LAYER '1, ' 1 • CORNER OF CANTILEVER STUCCO WRAP �a AMICO AM66-UNI1C-180 1 y 4' POSITIVE DRAM CUSTOM CASING; BEAD 2 licco strrxvn NO GAP INFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE: I IRE' • I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / A5TM C-84-1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER -1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 7 5/8' TYPE 'X' DRYWALL W/TEXTURD t PAINTED i FINISH THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED N PANTED FINISH J' THICK 3 COAT CEMENT PLASTER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER 4' POSITIVE DRAIN ncco AroeEn NO GAP INFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER'? J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CASING BEAD � L NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 RIP DG INST LLATION u V, Y! GAP FOR BACKER EXTERIOR GRADE ROD N SEALANT — DRY WALL %' THICK 3 COAT CEMENT VINYL CASING BEAD . PLASTER VINYL CORNER LEAD uturL W-.,e WATER (ROOFER PEE I� � - LAYER (2 LAYER PEE STICK) ONLY) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL TICK) METAL DRIP EDGE ` SET IN FULL BED OF i' PEEL 6EALANT,)F MIN STICK • DRIP F ��%� A'EE FROM DRIP EDGE TO DECK I,}'(I}' \ FACE TO TREX Yi GAP FOR BACKER I ))'XI IYs' P.T. OR SIMULATED ROD I SEALANT WOOD (TREX)FILLER CONTINUOUS ' VINYL CAGING 6E.AD WATER PROOFING Ist 1 'j HEATHER RESISTIVE LAYER (2 LAYER PEEL N ��; BARRIER -1 STICK) WRAPPED FROM Rom RESISTIVE BALCONY DECK TO ws BARRIER 4 CANTILEVER �^ 6' PEEL 3 STICK • DECK MEMCRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE -- SET IN PULL BED OF I )i'XI i♦' P.T. OR SIMULATE SEALANT.)S' MIK WOOD (TIREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Y♦' GAP FOR DACKE VINYL CABttNG BEAD ROD N SEALANT WATER PROOFING 16t FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL N PEEL N STIGV STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER ;' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/0' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTUP ED N PAINTED UFAT14ER RE616TIVE BARRIER 'I FINISH WE) J' THICK 3 COAT CEMENT BAI PLASTER 4_E �e — A— UEE (SHOWN FOR CLARIPICA SEPARATE ACCESSORII BALCONY DRIP 11 EDGE INSTALLATION 7LU'N SWEAT14NO EATHER RESISTIVE AR\BIER N EA7HER RESISTIVE ARRIER -2 SAP. \ -EEL 4 STICK I )Vx3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT I )P X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, )Y MIN. SPACE FROM DRIP FACE TO TREX PEEL N WEATHER RESISTIVE BARRIER It UJEATHER RESISTIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING 6' SAR �I)(t'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )f' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )$' MIN. SPACE FROM DRIP 1 Ys' GAP FOR SEALANT CABER BEAD OPT. BACKER ROD. PROOFNG 1st MODIFIED w (2 LAYER PEEL N 3/4 RESILIENT WRAPPED FROM HAT CHANNEL NY DECK TO VINYL GAGING BEAD LEVER K 3 COAT CEMENT ER L S/S' TYPE 'X' DRYWALL LATH W/TEXTURD N PAINTED SHEATHING FINISH i' THICK 3 COAT CEMENT ITIVE DRAIN Dream PLASTER VINYL CORNER DEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING WRB LAYER h, — STUCCO WRAP 2x FRAMING MEMBER ;' THICK, 3 COAT CEMENT PLASTER 2 IRE' rr�RNeR Wean FASTENED TO SHEATHING • T' O.G. MAX. � r ��, WOOD SHEATHING HTTI} D} j�RAI METAL LATH 3CBEEQ URB LAYER @, FORTIFIBER N OF BUILDING PAPER ONLY) 1TA CORNER BEAD ® FRAME k 2 1/2' 1, CORNER BEAD (FASTENER : SPACING A -l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LATER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/I�o° ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — WRB LAYER 02, FORTIFIBER BUILDING PAPER—N, METAL LATH J' THICK, 3 COAT CEMENT\ PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 'I, STUCC47P WRB LAYER 82, FORTIP15ER BUILDING PAPER =k METAL LATH THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) •1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 q 04 t a mii u IIOOpp F y c eunDrv. at LOT ABBOTT PARK LOT #15 BLK. #9 PnojmCT# 04181.000-15091 1LGDi.Zt 4EBB "1828-CALI" GA>RAGM BWMG: LEFT PAGO WALL ASSEMBLY DETAILS 160 MPH EXP. C WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 'WRB LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER �!� W! BUILDING PAPER METAL LATH _1EXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH T::� THICK 3 COAT CEMENT PLASTER & *SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW (15C ( FRAME, W/BAND) WOOD SHEA METAL LATH STUCCOWRAPWOOD SHEATHING WRB LAYER 02, FORTIF15ER — BUILDING PAPER ' r WRB LAYER 01, THICK 3 COAT CEMENT STUCCO WRAP PLASTER WRB LAYER 62, FORTIF15ER VINYL ANGLED IBUILDING PAPER CASING BEAD VINYL CASING BEAD METAL LATH i d' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) _ CASING BEAD ® RAISED 1 T/ A BAND (FRAME) SCALE: I I/2' • I'-0' V GAP T.P i' THICK 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER • STUCCO TO SIDING TRANSITION WRB LAYER 02, FORTIF15ER BUILDING:PAPER SIDINGS rf--WOOD SHEATHING ORB LAYER ry, \ \ / WRB LAYER 9, STUCCO WRAP STUCCO WRAP '--- CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD GONBTRICTION V— BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE i 6'TIREV4ELAL� SIDMG \ NG APHER I P6. LUM 6' 8ELF-ADWERIN0. FLASHWSL ES16TIVE STARTER STRIP \ D.4PotlCR WEATHER RESISTIVE BARKER DO NOT CAULK OIe I \ \ y R.ARr ADHERING 4EBL i 1 \ \ -^ 'D MET LVD METAL GALV IO METAL 'T '_' FLLASHh1G V"TRIM MMV ER M \ / U 6 BE TIMM MEMBER I \ SEAL GAP UUCAUL.KNG OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME ��� TRANSITION 1 J NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION BEYCND WOOD SHEATHMG — WEATHER RESISTIVE BARRIER 1 A/ WEATHER RESISTIVE BARRIER Ip LAP SIDMG x REV AL i R.A611N6�HE _ I \� \ STARTER STRIP KOM \ \� / i GALv'D METAL ��� WRATH T FLASHMG BARK I Y' X 6' SIMJLATED WaOD TRIM MEMBER 6' MIX _ •_• BACMR ROD) \ / SELFiprr- 9�RI \ • THI T PL.4�TER \\� WEATHER RESISTIVE BARRIER 1 WEATHER 06 STIVE BARKER 4 6' GE F- HERING M.AA WEATHER RESISTIVE BARRIER 1 TO LAP \ 6' MIN. ABOVE TOP 1 OF W PLASHING WEATHER RESISTIVE BARKER 1 WEATHER RESISTIVE BARRIER 7 6' Sa'NLA,TED TRRTMEMBER WEATHER RESISTIVE BARKER 1 [(Wilt' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO \-,EATHERRESISTIVE ® FRAME TO FRAME BARKER a 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH a _ WINDOW FRAME ....... _..—._.....__ .. ... WRB LAYER 02, FORTIF15ER BUILDING PAPER / E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ---------------------------------------------------------------------------------'------------ Ya' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FRAME WOOD SHEATHING x Al WRB LAYER 1, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/-6' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngmup.com AA #: 0003325 A i y$Z�� yrW� 1�Qj a 8'WE Ae LOT: ABBOTT PARK LOT #15 BLK. #9 P1ROJECT#t 04181.000-15091 moms 4EBB "1828—CALI" OARAOS BVING: LEFT PAO& WALL ASSEMBLY DETAILS IVIPH E . C 11 ------------'' �%AR NO 93 I ripan"DA8/14/21 CASING s 1/4••-1•-°" WA4 MOUNTNIG CARE SHOULD BETAKEN IN KEEPING THE VENTPROPERLY 4", W AND 1W 51DNN IN P GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE USING 1-i14' NAILS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE CUT TIE GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND AROUND TiE ENTIRE PERIMETER AS RECOMMENDED IN SEVERE MATER COASTAL 3HEATIiING. SIZE THE OPENING IN ACCORDANCE IMTH THE CONSTRUCTONZONES. CHART SHO IN THE EVENT AMECHANICAL VENTFAN IS USED. SIZE THE VENT OPENING IN ACCORDANCE YATH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RA£fERS YMIEN CUTTING THE OPENING IN TiE RDOF, REMOVE INTERFERING SHINGLE NAILS AROUND TILE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF TiE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOPAND SIDE FLANGESOFTIEVENT WER SHINGLES. ALOW TH LE BOTTOM VENT FLANGES NGEST0TO LAY ON THE TCP OF THE SMNGIES. Feet-�o� ROOF HOOD VENT DETAIL SCALE, NTS CUT HOUBM~ AT 40' ANGLE E MODIFIED 'I' CUT IN HOBB12MAP ' LINE OF WINDOW OPENMG \ \ APPROVED HOISELRAP OVER SHEATMING OVER ^ WD STUD WALL STEP 1 INSTALL S— SEV-ADNERNG FLAGNM OVER VINYL NEAR FLASHING (UBTH DAMS) NAILING FLANGE INSTALL A — SELF -ADHERING, FLASHING OVER NAILING FLANGE JAMBS INSTALL VINYL CAP M EENFLASHING FLASHING MN �—� I' BELOW \J/\ FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 6 STEP 7 ASPHALT PLASTIC CEMENT MDIAED AROUND EASE OF PIPE AND OVER FLANGE MIN ALIGN PLASHMG UV NT. EDGE OF SILL RO. MECHANICALLY FASTEN FINNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLASHING AT THE DOIW ( TAPE DIAGONAL CUT ACROSS, HEAD OF WINDOW PLUMBING VENT DETAILS SCALE. Nw— INSTALL S• U2DE ADHESIVE — B.AOCED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT(PROTECTO-WRAP BT-200CL - EOUIV) ``"I STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 9 OVER JOINT w 5Gt OR HEAVIER FELT MTNINNESTNERS IN UNDERLAYMENTHINGLE tEND-- NDENDSWNGLE ASPHALT AST IY BEYONDRODFING CEMENTPED iEY CENTERLINE OFF R AT 49 DEGREES <SHINGLES TRIMMEDT BACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL ALE, INTO APPLY OSI H2U (O RG UAL) BEALAWT 4 WSNDOUYOIIJ JOINT, FLUID APPLIED PLAS14M (LANCO WHITE - SEAL RC UALI -ad OR EO SLOPE SILL TO EX I. IT IS THE CONTACTORS RESPONSIBLTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEURAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS UISITTEN SPECIFICATIONS SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 11" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL NTERIOR PERIMETER OF WINDOW WITH SEALANT IT IS THE CONTACTORS IMBPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS NSELF-ADHERING PLA614W. MATERIALS USED DURING CONSTRICTION. FLASHING AT EXTERIOR WINVOIJA AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WT14 MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FBC RJSEA 13 IN ACCORDANCE WITH FENESTRATION MANFACTURER'B INSTALLATION AND FLASHING INSTRUCTIONS. MUML SEALANTS MAY REACT ADVERSELY IF NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750. PH: 407-774.6078 FAX: 407-774-4078 W Ww.abdesigngroup.com AA #: 0003325 33 O [*14 OVHDI\1. Ae LOT. ABBOTT PARK LOT #15 BLK. #9 PROJNCT# 04181.000-15091 m0� 4EBB "11828-CALI" GAIlAOZ SIVING: LEFT PAGI4 WALL ASSEMBLY DETAILS LlA MPH EXP. ej II AA NO BCMM 1/4"=1'-0" XT 8 WA5 2x6 SUB-BANt) W/I'x4' NOTCH m END, WRAPPED IN PEEL E STICK METAL FASCIA WRAP DRIP EDGE I\ 7/8' TEXTURED I FINISH a WOOD I �\ 2X6 sue 1/2' TEXTURED FINISH ® CMU METAL FASCIA WRAP Ya' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� ©PL>4N B 1/8' TEXTURED FINISH • UIDOD 1/2' TEXTURED FINISH • CMU METAL LATH k1 \_WOOD SHEATHING 1. OR CMU t WRB LAYER'(, STUCCO WRAP (FRAME ONLY) WR5 LAYER -2, FORTIFISER BUILDING PAPER (FRAME ONLY) �\ NOTE: NOTCH FOR 2X6 \` SUB BAND ONLY t ROOF KICK OUT REMOVED FOR CLARITY `\ _ ROOF DECK (BEYOND) \ DRIP EDGE, I' OFF WALL �NOT INTO STUCCO) ROOFING CEMENT DRIP EDGE METAL KICK OUT \ I _ 11/6' TEXTURED FINISH a / WOOD, 1/2TEXTURED FINISH A CMU 2xb SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL)4N )4 PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FIN1514 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/IY'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® 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 /. SUB BAND DETAIL 0 WALL W f KIC K—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1�'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY i N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 ro w a avanrv. a. LOTn ABBOTT PARK LOT #15 BLK. #9 PMJZCT* 04181.000-15091 xoaIM, 4EBB "1828-CALI" GARAGM BWMG: LEFT PALM WALL ASSEMBLY DETAILS 160 PH W. C N17 A NO WM 41 DP TO 6/14/21 a*== dd A6 LW T KT'lE:➢1 28'-8" 3'-6" 36'-2" TOP OF `Q SLAB m l . — 1 — — — — FM-12X12 \ FM-12X18 — 4" CONC SLAB wa N I F-24X24 \ f -3 1,2" N \`\\ , EXTEND FM-12X18 \% SLAB 1 1/2" 4" PVC \\` CHASE iq I ii \ 1.1 1 1A I \ I TOP OF T TOP OF I SLAB I � \ I \ `\ LL I \ \\ I TE-1 I I I ° *5 1/2" 4„ 17'-8" 2 8 3' -0" 5 I I� IN I •ILL w a I I 111 I. SIM. EXTEND 1 2 1A SLAB 1 1/2" 1.1 1.1 ro FM-12Xl8 I ri 4" CONC.I LL N N Ia. w SLAB I I SA. 3,,5„ 1/2' I� IN �-31/J I . 4:7 1/2" 251/f I o 11 a? 1.1 1.1 1 ih to 1 FMC-12X18 — — FM-12X18 v — — — — — FMC-12X18 — 4 F L 1.1 1.1 FM-12 — — — — 0 1.1 J 4 1A 1.1 2' 8" 16-0" 2'-8" 3'-10" 10'-2" 4'41" 14'-0" 21'A" 39'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I.OINDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6.36-1, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2.000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 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, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6k6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS] FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN 10" - B FM-12x12 17, CONTINUOUS 12" (2) #5'B FM-12118 12, CONTINUOUS 1&, - (2)#5's FM-16x18 16, CONTINUOUS IV, - ) B _ (+)O"-U' FMC-12x18 17' CONTINUOUS 19, - B VARIES F- 4x24 24" 24" B 7TWE 7- FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 f 9UBDIV. & I.o . ABBOTT PARK LOT #15 BLK. #9 PROJECT* 04181.000-15091 MODEL' 4EBB "1828-CALI" GARAGE 917ING: LEFT PAGE: FOUNDATION PLAN v.160 MPH W. C ado a ABOi1 ACRA AR NO W723 � n 3" MIN. EACH WAY MONOLITHIC FOOTING j IV STEEL REINFORCING IN GROUTED ? STEEL REINFORCING IN GROUTED j[� t rSPACING CELL SEE PLAN FOR SIZE AND REQUIREMENTS S CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTSGARAGE . I DOOR RECESS h .J y ° 8" CMU WALL �, 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR B' p b IN FOUNDATION WITH 30" LEG EACH d m +- 0'-0" • TOP OF SLAB +- LAB TOP OF SLAB ?I�f I WAY AT ALL CHANGES IN DIRECTIONS I ., p SO THAT THE STEEL REINF. CONTINUOUS r- - < A I( MATCH AMOUNT OF CONTINUOUS BARS U ?k- CURB FOR < a� SEE SLAB SCHEDULE EXT. PORCH SLAB BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) 18" . EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER Isl.v ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET gyp. AT ELEV: W/ 1/2"ISOLATION -. . 6' CHAMFER (2S70RY) JOINT (WHERE #4 24",� W/ 1/2" IS (1-STORY) 6'CHAMFER (2STORY) 0'-0" APPLICABLE) SEE SCHEDULE #5 30' JOINT (WHERE APPLICABLE ° ) SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WAD, BAR SIZE #6 36• ? ? FOR wdD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST !V AND BAR QUANTITY H AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42• EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 @GARAGE SCALE:34"=1'-0" CORNER BARS DETAIL DOOR OPENING (1) #5 REBAR VERTICALLY W/ CONC. z J POURED CELL AR 8" CMU LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON 5 #4 REBAR Q24" O.C. @ CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 3 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 7' CAPPED NEW REINF. BAR WALL W/SYP No 2 STUDS SEE PLANS FOR GALVANIZED PIPE a 5 x SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB W/ 1Y7k9" WEDGE ANCHOR W/ 7' - W/FLANGE @ BASE rc u ( EPDXY. MIN. EMBED a. 5 TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH J 8", UNO PLATE EPDXY 5-,2" EMBED. MIN. 16' OC b a FOLLOW ALL MANF. rc SIMPSOD SPH4LA SPH6 MAX. !r . 4" CONC., REINF. W/ 19 SPECIFICATIONS FOR S I BTM AND TOP PLATE m y 6k6'#10 WWM ON 1 6-MIL POLY ETHYLENE SECURE FLANGE TO USE AND Z PREPARATION OF ANCHORS W/ 10d x 1 12" 1 w VAPOR BARRIER ON SLAB W/(4) 1/4" X 2 1/4" w g 4. 4• HOLE. COMMON NAILS FILL ALL DO NOT USE 10tl a II 1'a' WELL -COMPACTED TAPCONS ROLES, SLAB SCHEDULE > CLEAN FILL TERMITE a } TREATMENT SHALL BE VIP [SEE 0 BORA-CARE u, O TOP OF SLAB(2,) al CONT. #9 REBAR 4" CHAMFER (1-STORY) a r I' 6"CHAMFER (2-STORY) - tl •`L ` (2) #5 REBAR ON CHAIRS 17' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. VIRGIN OR ENGINEERED SOIL ? p COMPACTED SOIL SEE SCHEDULE m ° FOR WAD, BAR SIZE SLAB HEIGHT LESS THAN 3'-6" PER PLAN 5 BOLLARD ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP scALE:3a"=,-o" MONOLITHIC FOUNDATION , INTERIOR CURB FOUNDATION WOOD WALL � FOOTING W/ BLOCK WALL SCALE 3/4"=1'-fY' 1 A SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" NAILS, 2-ROWS, 4" O/C BTM. OF WALL PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD VERIFY HEIGHT OF WALL Wl PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2v4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE BTM, PLATE TO BE PT. PLANS FOR SPACING. SINGLE PROVIDE DBL. TOP PLATE SECURE ET. PLATE TO BTM. PLATE TO BE PT. SECURE ST. PLATE TO �. SLAB W/10d MASONRY NAIL 16' O/C STAGGERED. PROVIDE DBL TOP PLATE SLAB W/1 Od MASONRY NAIL 16' O/C STAGGERED. a w � ADDITIONAL METAL ADDITIONAL METAL o w CONNECTORS NOT CONNECTORS NOT § 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. Aly REQUIRED WHEN NO UPLIFT IS PRESENT. _ LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) - - TOP OF SLAB rc SLAB SCHEDULE SEE SLAB SCHEDULE0-D ,a IPOURED 2X WALL FRAMING [SEE SEE SLAB SCHEDULE 112"DIASIMPSON STB2 BOLTS 5" POF SLAB ~0,-6' i A MINIMUM EMBEDMENT INTO ° TOP OF SLAB 'ISOLATED COLUMN PAD e GROUTED CELL, 4" FROM ENDS AND 8 CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX ° POURED MONOLITHICALLY WITH FOUNDATION AND SLAB 4 A SEE SCHEDULE SEE SCHEDULE FOR WAD, BAR SIZE FOR MD, BAR SIZE ./ AND BAR QUANTITY j1 , EQ. EQ. SEE SCHEDULE C AND BAR QUANTITY /AL JU FOR N6D, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION `�' scALe34'=r-a (NO UPLIFT] 9 ).CAI_E23/4"=r° (NO UPLIFT) (:: 10 ScnLE:a/4"=''°' 11 SCALE:3/4"=1'-0 •1 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 dd y c I J mm aUBDM de L07 ABBOTT PARK LOT #15 BLK. #9 PROJECT# 04181.000-15091 MODEI.e 4EBB "1828-CALM" GARAGE 9WING: LEFT PAGE: DETAILS 160 MPH W. C DOWEL PLAN SCALE: 114"= T-0" Ii N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 a oil m 13 C sa 0 ONO SVBDIV. to LOT: ABBOTT PARK LOT #15 BLK. #9 PROJECT# 04181.000-15091 MODEIA 4EBB "1828-CALL" GARAGE SWING: LEFT PAGE: DOWEL PLAN 16 PH E C MUM a ABOI)CHKCF L AR N0 937 DF-ppATE: 8/14/21 SCALE: 1/4"= V-0" SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER a <I trd. I. s CLEAN OUT REQUIRED FOR INSPECTION 0'-0' FIN. FUR. A , • - TIE'VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK �— '— BAR SIZE 48 BAR DIA. o #4 24" #5 30" #6 36, #7 42' HORIZONTAUVERTICAL REINFORCING (D- SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED s CELL SEE PLAN FOR SIZE AND a a SPACING REQUIREMENTS o� N ion 8"CMU WALL #5 BARS 0 B' ■ + 1� CMU UNIT DIMENSIONS Q ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" . a SEE SLAB SCHEDULE BAR#4SIZE DA a `a EXT. PORCH SLAB < 4"CHAMFER(1-STORY #3 18" M + W/I1/2'ISOLATION 6"CHAMFER2-STORY) JONT (WHERE 24 APPLICABLE) MATCH STEEL #5 30' 6" PVC CHASE E N REINFORCEMENT PER SCHEDULE '� 38 6" PVC CHASE THRU FOOTING THRU FOOTING #7 q7 SEE SCHEDULE MATCH STEEL REINFORCEMENT FOR WtD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING JUN 4 SCALE: 3/4"=1'A" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngrou p.com AA #: 0003326 soil le O ri 9UHDm & LOT ABBOTT PARK LOT #15 BLK. #9 PROJECT* 04181.000-15091 MODELe 4EBB "1828—CALI" GARAGE 811011WO: LEFT PAGE: DETAILS %16 PH C 202 D � 8/14/21 9CAm 1/4"=1'-0" SHEET S1. 2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 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 PBS36, .17T' ° 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 RRRZM 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 (ei) SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE I SPACING BB1 MASONRY 3000 8x8 (1)#5 1 GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES L---------------I------------- L--------- -1--------- BF16 MIN.-IT/OM/113 17'-4" BTM. OF LINTEL @ T-O" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" JUN i N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.aWesigngroup.com AA #: 0003325 a � g ak d 8� 9UHDIV. & LOT ABBOTT PARK LOT #15 BLK. #9 PROJECT# 04181.000-15091 MODEL• 4EBB "1828-CALI" GARAGE DWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH E . C NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"xe, 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. tV PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k16" 0/ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL. I- e' I- 1441 N. RONALD REAGAN BLVD. d ��a 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. �F—�F VERTICAL REBAR W/ 10" HOOK LONGWOOD, FL 32750 PO EFE 8X16 W/ BOND TOP OF 4 e?� BEAM W/ (1) #5 BAR BOND BEAM PH: 407-7748078 ,Il�o'M EACH COURSE FAX: 407-774-4078 fillg groupxom • 8x8 BOND BEAM TOP OF wwW.abdeBl n • EAR W/ (1) #5 BAR BOND BEAM AA #: 0003325 F� F=FILLED W/ GROUT 30" TYPICAL I 2�''O U =UNFILLED GROUT SOLID FROML�2 TOP NOMINAL # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BONDOF OPENING WIDTH BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 16-1 T/1 8x8 PRE -CAST CONCRETE PQF NOMINAL e LINTELW/F #5BAR(L2)MASONRY LENGTH OF BAR = WIDTH OF CORNER HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OPENING -T' OR BEAM DESIGNATION REINFORCING OF THAT XFXX-iTMMABINDICATESA DOUBLE BONDBEAM #OF #5'S,BOTTOM BxB PRE-CASTCONCRETEANDXFXX-iTOM BOND BEAM DB INDICATES ASINGLE BONG BEAN PLACED IN LINTEL LINTEL, W/O STEEL(0) REFERIT ISTHIS ENGINEER'S INTENTAND XUXX-1TMM/OB INDICATES A DOUBLE BOND TO PLAN FOR LOCATIONS BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- iT,OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN2 X3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT 1 1'..18" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT a . 2x6 (MIN 2 X 3) 23116 TAPCON PRE -CAST a OR DRIVE PIN (MIN SHANK WINDOW C SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 8' = SLOPE FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 SKM Lu TAPCON OR DRIVE PIN (MIN W SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING O 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT 7M TYPICAL MASONRY WINDOW CMUWALL WSHEATHING ALL pp �SILL CONSTRUCTION 5ARCHWAY FRAMING DETAILS ` SCALE: 3/4" - V-0" r SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM aUDDIV, & LOT ABBOTT PARK LOT #15 BLK. #9 PROJECT* 04181.000-15091 MODEL.• 4EBB "1828-CALI" GARAGE 8VMO: LEFT PAGE: DETAILS 160 H E C AT EAC SIDE JU T 2 21 AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM RA L SCALE: 3/4"=1'-0" NO DlwkqT ATE• 6/14/21 SCALE: 1/4"=1'—O" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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/ A2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 114" = 1' 0" Il N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA S: 0003325 ro rr )c Uzi ci N O a a 8UBDIV. & LAT ABBOTT PARK LOT #15 BLK. #9 PROJECT 04181.006-15091 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH C DATE: 6/14/21 BCA=: 1/4"=1.-0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH— # 1100 UPLIFT SIMPSON (9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 B42) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: APT SYP #27'x4", TRUSS AND (4)1/4"z21/4" AND (4) 11 ' x SHEATHING (12) 16d x 1 }' NAILS TO TRUSS (9) 10d x 1 �' NAILS TO 6% 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" 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) 10d x 3 }'NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE TRUSS 6', 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL 10d TO ADDITIONAL PLY MAX, TO SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN )110 1/ TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2, WOOD FASCIA ACCOMMODATE TRUSS WITH (4) �" x 5" TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) 16d �' z 2 �' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH tx2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) }'x 5!'TITEN HD TO CMU AND (18) SIDS }'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER SEE ARCHITECTURAL 12.0FOR REVIEW C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED AND APPROVAL N N IL 2 GALV. COMMON NAILS. O }" x 57ITEN HD TO CMU AND (18) BIDS 1q" 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, 6' EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS 12 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) —�Y� C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ �,� MISPLACED EMBEDDED TRUSS ANCHOR to �" I`' TYPICAL ROOF GIRDER CONNECTOR(S) sQALE 3/4'=-a' 2a 2b 2c GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN Al2 20 LSTA12 20 GAUGE BRACE W/ (3) 12d 0 EA. TRUSSES WHERE W/ HAG NAILS TRUSS DIAG. BRACE TO ( X-BRACING IS PRESENT AT � EACH END. TOTAL OF 10 COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING P 0'-(Y' TO 30'-0" (1) "X" BRACE SEAMS) ' — FLOOR 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER 6'-T MAX (w/1X4) (1) "X" BRACE ®CENTER TO BLK WI 1/2" DIA. OR19-T MAX (W2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' Kr 14 FROM CENTER TO END. WASHER SET IN HIGH PER ELEVATION 2x WOOD FASCIA, STRENGTH EPDXY 6' 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC PRE-ENG FLOOR TRUSS BTM. CHORD MAX' PRE-ENG GABLE TRUSS SECURE GABLE TO 2xe 5/8" GYPSUM BOARD OR 1/2' HIGH BRACING, SEE P.T. PLATE W/ 12d's 8" STRENGTH CLG. BOARD H w PLAN FOR LOCATION i MAY NOT BE STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) H w REQUIRED TRUSS ENG) CONT. 2X4 SECURED W/ 16d TOENAILS (2) 10d's EACH TRUSS TO BE INSTALLED DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF 10•-0•' O.C. MAX. MIN. 7' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d x 2x4 OR Zr6 WOOD BEARING 2-1/2• NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING, SINGLE ON SLAB BOND BEAM REQ. BTM. PLATE TO BE PT, PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD Via. 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER . MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF • 8 i - • a 10'-0" O/C MAXSECURED W1(2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END v GIRDER/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" PRE-ENG D TRUSS �a< S FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE (NO UPLIFT) NOTCH DEPTH 1/4'0 HOLE EDGE>5/6" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5•D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi 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 I FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE jU SUBJECT TO FI AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL, STUD ALTERNATE MATERIALS STUD NOTCHING LIMITS ANDBORING LIMITS 6 SCALE: 1 1/2"=1'-0" scALE 34=r-a 1 N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m C SUHDIV. ac LOT• ABBOTT PARK LOT #15 BLK. #9 PROJECTdI 04181.000-15091 MODEU. 4EBB "1828—CALI" GARAGE SKIING: LEFT PAGE: DETAILS 160 MPH XP. C Q DATE: 6/14/21 SCALE: 1/4"=1'-0" SHEET s3.1A 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA�.4'4' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0' (1) "X' BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) "X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL — FROM CENTER TO END. UPRIGHTS OVER 4'-10" (AS PER TRUSS ENG) 2x PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, tx2 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 C MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE 34"=T 0" VTCR SPACING (1) AT EA AND 6'4' O PRE-ENGINEERED �� VALLEY TRUSS CONNECTION L SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/7' DIA. ANCHOR BOLT Wl7' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. MAX BLOC G. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE —CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/,V7! " 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.774-4078 www.abdesigngroup.com AA N: 0003325 R h dd a L 14 a s Q 2 1116�yyy A 14 SUIJDIV. de LOT ABBOTT PARK LOT #15 BLK. #9 PROJECT* 04181.000-15091 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH A. C 17AJEF U23 ARaN DAR E 6/14/21 ow SCALE: 1/4"=1'-0" SHEET S3.1B ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 - 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70,50) ZONE 2e • 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79,80) ZONE 2n • 69.80 PSF (79.80) ZONE 3, = 83.80 PSF (93.80) ZONE 2, • 69.80 PSF (79.80) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT:-t-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (40/20), 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 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH STR. SHANK ASTM 10d RING SHANK, 21/2' F166SCREW SHANK 7000016-20 RING RINGS84 RSRS-03 RI NGS 23/6' F1667 SCREW SHANKBd EDIA,TENSILE PER INCH) RSRS-01 RING SHANK,PNEUMATIC2 3/8" F1667 SCREW -NAILS RSRS-01 RAF TER UK IHUSS—� ROOF SHEATHING —� EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C, AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH U T ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ZONE 1. 10d NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 211, 2E 10d NAILS Q 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 6d RING SHANK GUN NAILS 0 .O.O. TOP & BOTTOM EDGES ,. u� Ao 8 li ' TYP. EXT. SHEATHING ATTACHMENT - lOd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING ` #8 2' DECK SCREWS @ 6'-8" O.C. MAX EDGES & 17' 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 C33IC33M MAXIMUM AGGREGATE SIZE SHALL BE 31V.. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%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 TO ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE BE CH4MFERED314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER.Fb=1100PSIANDAMODULUSOF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF BARRIER PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPoRBAMEMBRANE 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 UPPED 6INCHES AND SEALED WITHR IER ETAPE. 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 W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT 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 1, STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2' THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 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 AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH: 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: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR BE SUPPORTED WITH 2" CHAIRS SPACED T-O' OC EACH WAY. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION 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 PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 401N CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 O MEETING THE REQUIREMENTS OF ASTM A446/A448M, 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 RNO VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. 20 psf TOP CHORD non -co I —It TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' 10 psf BTM CHORD nonconcuGent #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. 15 pof TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 psf ASPHALT SHINGLES) pefw/ No GYPCRETE) HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf 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 020) MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE BIT (FBC ATTIC EXPOSURE C, RISK CATEGORY 10 LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psF, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS' 200pV,, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (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. qLL BLOCK WALLS SHALL BETWO-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. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED WILL THE CONTRACTORS PRIOR . S SUBMITTAL TO THE ARCHITECT. AND CLADDING NAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS 70 BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH TM C-476 AND SHA L PROVIDE A MINIMUM WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM L COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING 8Y THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ 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 2,1300 FOOTING Dx' 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 GEO-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 RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GE0.TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA36M F = 36 ksi FOR ANGLES PLATES AND WSHAPES STRUCTURAL TUBING SHALL BE ASTM 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+/-PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED 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 WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): 8, FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.12' FOR #i AND SMALLER 2' FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314- FOR SLABS, WALLS AND JOISTS 1-1/1' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Y ASOO/A500M GRADE B F = 46 lai. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B TYPE E OR F = Y Y 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION 512E TYPE SP 1. REMARKS APPLICATION sin TYPE SPAOING RE—KE 1z2PTFURPoNG TO MA.SONRY/CONC. CASEPARDENED-1. NAILI-LONG. S O'C GARAOEDCKxi BUCK +/A'pA. NG WASHFA TAP(:ON MAs]NRY FASTENER S COC lY EMBED., 1' DST., I -EDGE pAT. SGD, AL EM DOORS CASE HAROENEDCgL S'QC VMNDONYDOIXiIFASTENED GARAGE DOOR BUCK YB? AWOR O/C (31H"1 EMBED.1-11ST, z T, SEE NOTE SENAROENEODaL STAGOEREO INTO MAEONRYMANC. TO MASONRYKbIK. u✓WA6HER FXPANSIONBYT 2e'OIC I+rr DA) 3"EDGEDIST. WINDDw— e'DO wNDowlDoow FASTENED METAL STRAR To CONTACT THIS ENGINEER FOR SPACING PT, SEE NOTES —NG. ETAOGERED INTO MA3aNRYm-oNc. MAEG­. REQUIREMENTS EXT._NG DOOR BUCK h PT, SEE NOTE 6 q)S;,E_ FASTNER 1�0� 114'EMBED, 6'E6D. DIST.,+IIT EDGE ID NON-SEARINOWOW WALL TO CONC.SUB EXPPNSION 2<'O/0 3""EDGE pST. h PT WINDOW BUCK a ARGGEA a' ED. DIST. t +rr PT TO STEEL COL., SEE B.+WIyP,.g3ry 2IIA EGGS DIET. NOTES ST ED O 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOOR$, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. Il N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 U AI G $ 3 a a 9UHDIV. & LOT: ABBOTT PARK LOT #15 BLK. #9 PROJECT* 04181.000-15091 UODEL• 4EBB "1828—CALI" GARAGE SVMG: LEFT PAGE: DETAILS 160 MPH E . C fla r © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS l- -- f 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) BATTEN STRIP ANCHOR 12 1Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /TRUSS/JO / BY OTHER EMB. ,,1X2 WOOD BATTEN 11 OFFIT 10 `- J-CHANNEL® DETAIL B FASCIA WOOD BOARD BY OTHERS 07 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL SOFFIT 10 HEM AND IN VALLEYS STAPLESINSTALLED( IT O.C. MAX (INTO 07 WOOD) IN J-CHANNEL SLOT I" MAx-01I.*- A -CHANNEL FASCIA 12 TT S P NCHOR TRI A 2X2 WOOD BATTEN 10 1O d NAAIL AT EACH INSTALLED 70 TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO �STAPLES J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR @ TAPPING SCREW, 70 STAPLESINSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS J" MAX. --I �*- DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT--' @ J-CHANNEL-/ �, h DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'----,a SPAN 'L� O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 — — O SOFFIT INSTALLATION SCREW, @ J-CHANNEL BATTEN ATTCHMENT @ �' MAX. FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ DETAIL C 12" O.C. MAX (INTO 0 7 WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR R TRUSS/JOIST/RAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT @ FASTENER SPACED 24" @ MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL @ SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. EAVE WIDTH EAVE WIDTH 375 (ROOF (ROOF 49 3.625 3.625 .375 3.66— OVERHANG) OVERHANG) CONCRETE; .08 .038 CMU OR WOOD 12 (NOTE:1) CONCRETE; A CMU OR WOOD SOFFIT SEE DETAIL'A' SEE -'/pDET'E' OFFIT-Z SEE DETAIL'D' SEE DETAIL'E' (NOTEA) DETAIL EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774-4078 www;:d"lgngroup.mm AA #: 000.5 J y o 6 N W f O 8U33DIV. de WT: ABBOTT PARK LOT #15 BLK. #9 PROJECT# 04181.000-15091 MODELc 4EBB "1828-CALI" GARAGE BWUM: LEFT PAGE: SOFFIT DETAILS 160,4PH W. C 97 PRINT 6/14/21 DATE: 9CAL.E: 1 /4"=1' - 0" ISHEET SDI ft lb AD