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HomeMy WebLinkAbout7808 Sail Clover Ln99 1828-4EBB-CAL199 HOMES 12602 TELECOM C)RIVE, TAMPA, FL 33637 Te1- (813) 740-9720 Fax: (813) 740-9715 r z ° � p i H PRE' F. ALL JVL �'s,�,� �.• 'Y�j i'" ('0D'-- y1 tl T .. �d ���� � 91.A\4I ' _ 1 5 �3R1)1i4A�iN'' 1r.4'. J'-I RE�'IE%'V DATE— �-" C; i `r � pH RHILL PLAN EXAM'N' ER STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -PIaM BugDm CODE, BE=znj U, �y,�� q�p� y�y� /iMl OVillox (4WV) -AIL I/ICAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MEN. INTERIOR FINISH - class a -BASIC VEND SPEED - VuH,=160 MPH Vasd=124 MPH :EXPOSURE -EXPOSURE - C RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. AAOVE LAV. LAVATORY AD AIR DJUSTAIT7GNING LUMMc. LUMINMEDICINE ADC ADJUSTABLE MC. MEDICINE. CABINET ALT, ALTERNATE MFR, MANUFACTURER AMP. AMPERAGI, MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD GL CENTERLINE MTD. MOUNTED cAe. CABINET MTL. METAL CLG. CEILING NTS. NOT TO SCALE CLR CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET TILE Ill PHONEUTTON D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD DUAL GLAZED PR- PAIR DIA, DIAMETER P.T. PRESSURE TREATED DIM, DIMENSION R. RISER DISP. DISPOSAL. RAD. RADIUS OR DEFY RAG. RETURN AIR GRILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM, ROOM DTL. DETAIL. RO. ROUGH OPENING D.W. DISHWASRR S.C. SOLID COREExTDR EA EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET Em EXHAUST SHTHG. SHEATHING F.G EXTERIOR SIM, SHOWER F.G., EXTERIOR SM SIMILAR RG. FUEL GAS SL. SLIDING FLN FINISH SEC'L. SLIDING GLASS FLR FLOOR STD STANDARD FLUOR. FLuCRESCENT SWS SHEAR WALL F GnR FRENCH OOOTI GDooR TEMP. TEEMPEERREDGLASS OA. GAUGE THK THICK GAR DLSP. GARBAGE DISPOSAL T.O.C. TOP OF CURB CUT TOP, GF.I INTERRUPTER TOP OF SLAB GL. GLASS TYR TYPICAL GYP BD. GYPSUM BOARD U,N.O. UNLESS NOTED H.B. HOSE BB OTHERWISE H,C. HOLLOW Con V.P. VAPOR PROOF HDR HEADER W. WASHER IINSULATION HOT.ORHT HEIGHTwo �D INT. INTERIOR WOW. WINTDOWFEATFx W.I. WROUGHT IRON DATE DESCRUMON O,ro CD*I,S„ED ARCHITECTURAL SHEET DESCRIPTION 0I/Ig/I6 ton FBC UPDATE PG Cl-COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATIONS "c" PG El —ELECTRICAL PLAN PG Pl —PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAi—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS OM/IS CDIRE-ISSIED 0212VIS SIDING ELEVATIONS ADDED 03Q6A8 CD'S RE-I090 �AW I�yIg1A4 PER M. BOLLES 06/[lA8 CDSRE'IBSUED 02 WM WADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS)D.G. 02R2AS FLAN MAINTENANCE 03/!S/S REVISED LINTEL 812E AT FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 • Tel (407) 774-8078 Fax: (407) 774-4078 SQ-FT. CALL. S �� ADDED ADDITIONAL RECEPTACLE M GARAGE PER UNLL BATSON (MELBJ 4/Iy REVISED HVAC VO LI ES ON S(FT CALC SCHEDULE (MELD) LIVING, IA288C•i..FT. GARAGE 430 SOT. FT. ENTRY Ib SQ. FT. LANAI 88 Sa FT • TOTAL 2-462 Sa. o6A2/B ADDED 'EXTERIORMONO DEEP FOOTER'DETAIL I7/SI.IA(ORL) 08/2U18 ADDED LED LI65145 • KITCHEN 4 BATH PER MARK EWES 01AWIS ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 01AVIS ELEVATION 'G' SIDMI-ADDED LOUVER • GABLE ROOF 10R5/19 ADDED OPT. W-O' CEILING HEIGFITS VVOIRO REPLACE USP CONNECTORS WITH WPSON CONNECTORS M ��� ENKAYENT RADON PLAN D IONS 04/0500 OPT. 8'-0' CLG. HGT: ADDED LED LIGHT IN FOYER 04/OWO OPT. 8'-0' CLG. WIT. ELEVATION 'C'- REVISED HE*14T OF ARCHWAY oSAft,2® ADDED ELEV'e'TIONS'L'' "' (°"�' STRUCTURAL SHEET DESCRIPTION M/20 ADDED ELEVATIONS M'-`MH'-`MS' (OR.) PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS '1 PG S2—LIFT BEAM PLAN AND NOTES UU PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S31A—DETAILS PG S3.IB—DETAILS PG SNl—DETAILS PG SDl—SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT THE CONSTRUCTION DESCRIBED DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A 1/R11REN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN IM.s IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCITON BASED ON THE DRAWING SET. OYMI 2020FWUPDATE 0303RI ADDED SOFFIT DETAILS 044641I ADDED ELEVATIONS W 4 'O' (ORL) 04R1QI ADDED STONE OPTION ELEVATION Ya' (MELBOUfdE) 05/0V)I ADDED ELEVATIONS 1- 4 'a' (aRu 05/&2I ADDED DEN OPT. (TAMPA 4 FT MYERS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.rom AA s: 0003325 , 1 U) W r O x avian►. to LOT ABBOTT PARK LOT #11 BLK. #9 PROJMCT# 04181.000-11091 MODL7. 4EBB "1828-CALI" GARAOIC SWING: LEFT PAGE: COVER SHEET %J60 MPH EJA C 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 TTH 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. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN K-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/:INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 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. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) B. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. W. 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- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/." PVC (SCHEDULE 40), INSULATED WITH '/:' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9, THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 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 & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R3027. 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 1 114" 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 AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-774AO78 www.abdesigngroup.com L AA #: 0003325 Oil ' SUBDIV. de LOT ABBOTT PARK LOT #11 BLK. #9 PROJECT# 04181.000-11091 MODELa 4EBB "1828-CALI" GARAGE STIMG: LEFT PAGE: GENERAL NOTES 160 MPH 17 Il,.,W r �+'• DwTE: 6/14/21 SCALE: 1/4"=1'-O" SHEET GN m* 0lL o I i O 6 � - al 11 olllla = ' 10 O - i - - i T6 aim - - i. o pATTIC I O �V, ■ �:. p' • - - - AS RPER Ea p BLDG. - -CODE - , A o WAGE - iFOY&p t :Il 11 103 Lu ■O o p ® - w -` -V4r u EGRESS FLOOR PLAN SCALE: 1/4' . I'-C' c > DEIL. TOP PLATE 0 �n BAR DETAIL A $GALE:I/2'•I' SQ.FT. CAM'S LIVING 1026 SQ. FT. GARAGE 430 SQ.FT. ENTRY 16 $0, FT. LANAI SS 50. FT. TOTAL 2,362 60. FT. COAPOIEIR AND MADpD NBD LOADS BASC U0 BTOM FOR 88ECOID 008 AND IM FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IS 5 33/-43 DR MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 282/-31.5 12'xI2' SOFFIT I 5 313/-4S.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = ll'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATFr 0111" HDR. DTL. B BGALE: 1/2 I'-0' NOTE: HEADER FNISH TO EIE PER COMMUNITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL ISE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOR$ NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J SUBDIV. & LAT: ABBOTT PARK LOT #11 BLK. #9 PROJECT►p 04181.000-11091 MODEic 4EBB "1828-CALI" GARAGE EWING: LEFT PAGE: FLOOR PLAN 160 MPH A. C PRINT g 14 21 DATE: / / SCALE: 1/4"=1'-O" SHEET Al ./-18'-4' SLOG. HGT.� FYPON LV12X24 OR EQUIVALENT LAP SIDING AS SPECIFIED (TYP.) 4' FRIEZE BAND (TYP.) b' TRIM BOAR (TYP.) w'_/A• MG L T II.4F=- IIc E_p.wg 3'-m' ERG. W.T.Ib'Xb0'FYPON ❑�r-EA PIP"""' , ECORATIVE SHUTTERS OR EQUIVALENT - AISED ' I 1 1 I I 1 1 I • 0'-0' FIN. OFF RIDGE VENT AREAOFATNC = 2364 SO. FT. NETFREEVENTIIATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 2364/300 7.88 VENTI IATION AREA X SO. INCHES PER FT.(144) = 1134.72 SQ. IN, MIN. REQUIREDVENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SQ. IN. OFF RIDGEVENTIIATION AREA = 115 SQ. IN. PER VENT 567.36 /115 TOTAL#OF VENTS REQUIRED = 4.93357 TOTAL#OFVENTS PROVIDED = 5 `AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESSTHE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) �8'-0' BIYs. HGT. F12=i F-1 IN a U FRONT ELEVATION REAR ELEVATION SCALE: 1/4 • I'-C' TEXTURED FINISH SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FISCR R103A OFF RIDGE VENT OFF RIDGE VENT S'-m' BRG. HGT. r-m• r-m• �Q 0'-0' FIN. FLR. _------------------------- - ---__---------_-------- --fDm'-m' FIN. FLR LEFT ELEVATION SCALE: 1/4 • P-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. HGT.F17 8' r•m• r-m' m'-m' FIN. FLR 0 RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH I I I I I ® 9 I I n it I la I DECO. DTL. A SCALE: 1/2 • 1'-0' '-m' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J a BIVHDIV. ae LOT ABBOTT PARK LOT #11 BLK. #9 PROJECT# 04181.000-11091 MODEL• 4EBB "1828—CALI" GARAGE 8TIMO: LEFT PAGE: ELEVATIONS FFC,L 16 PH C 11 SCALE: 1/4"=1'-0" SHEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125Y OUTLET 20 AMP SNGLE POLE IIVV CUTLET IIOV OUTLET N OP OUTLET URED TO DUTCH GPI IIOV OUTLET l=mpMgJ NAGRD FAJD. N7lRJ RAMIPCR ANT R[DISTAM TTFl1 220V OUTLET (4)UPS CO MCTION rt-F C11 DOyRET M in t SUUTCM DUTCH S-WAY OPER $4 SWITCH 4-WAY OPER WALL MIOU M LKiR CEILMG LIGHT © LED CLG LIGHT LED VAPORS ©h' PROOF LOW O VP VAPOR PROCF LIGHT ORECEOND CAN eVENT. PAN I CRT PER SG AJo . VENT. PAN YIrLIGMf I ORN F11R DG. Fi. v FD(TURI roFlc'D Tao SY wUlLDm PL 4 2-SILO GRIM ® IIG�HJ�� AROUND CRELGESSED) CRAP 2-GULDFo-j AROUND ]_{{ YFLUORLSCENT 4' KJJOI!lOINT ---e-- 8t A 4' TRACK LIOW 0 PANEL METER OSA- STOKE DETECroR WALL MONTED GATT. SACK-uP SD. SMOKE DETECTOR uILHSIDouem ® SKO CAROM � co� COI'EO NTme•caaaeTEO SMALL GE A DIbTANOE OF NOT LEDs THEN 4• PEDANT LIGHT 11� NATIIId1l Goa IT UTLL ► TELEPHOle JACK U14TER KATER DISGOHlROT • AIR OQDTTIONNG SO AW ON DUGOM@ Cr 117 TELEVISION JACIK Ct m EDX JO J-BOX TO N DUR•ORTED N W2 MARGID. S S F MIARKSD .. GIOH PGR CELLNG EOX REQUIRIED LING FA211g11 TO M SE•FORIED N ACCOEDANCE UV EON MARKED AD SUCH FOR enna 24' NCANDEDCENT LAW STRIP ppda Er' NCANDEacma LOW *IMP nOr2 4S' NCATD[DCENT LIGHT STRIP ROOD L GHT OPT. DECLM" KIETPAD • P. FUSHH'JUTTCN FOR CHlES use PORT • LOCATION OF TV JACKS N PHOTO OUTLETS N FANS TO BE VERIFIED • HO•BOIPER P'RE-CONSTRUCTION MTNG • ALL 0 4 20 AMP BRANCH CIRCUITS TO E5 ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF emm TTM lDITION [20G0] A N!G 210Q 20M lDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI ° ISLAND (NOT ON KITCHEN GROUIT) • DOMLLA&M DISCONNECT TO EE LOCKOUT N PANEL • BATHROOM ID044UST PAN TO HAVE MN CAPACITY OF 00 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF DICTION ME013 FGCJS YTH EDITION r20M1 • LAUNDRY ROOM RECEI'fAOLI SMALL EE GROUND FAULT CIRCUIT-NTERl1PTER PROTECTION FOR F[INON41L ON FEEDERS • WRING METHOD SMALL oe NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF mmGm TTH !D rt2 • ALL WOW TO COMPLY WITH ELECTRICAL PROVIINONS OFTHE FGCR TTFI ED r2m2o). • ALL LAMPS 6MdLL !JE 9!LlOTlD BY GUILDIR AND Tax OF LIGMTNG MIST G! ly= @P Qw =I!L P[R IIPPICIENCY) 2020. Tw roITION R4O4.1 METER FIELD VERIFY LOC. OPT. ------------------ COACH LIGHT ELECTRICAL PLAN SCALE: I/4' • P-MD' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN I I I � � I L - 1 � 1 e � 1 � 1 � � I = I LED LIGHTING @ DOUBLE LAV. BATH 01 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A. ELECTRICAL MATERIALS AMC) INSTALLATIONS SMALL 2COTPLY WITH ELECTRICAL PROVISIONS OF T1E FBOR TTM EDITION r20201 LOCAL CODES. AND ALL LOCAL POUR COMPANY REQUIREMENTS. B. ALL CONDUCTORS SMALL BE TYPE THNN NM UNLESS NOTED OTMERUSE. POWER COMPA TRANDFOOV" PROVIDE W AMP, 1204240 VOLT. I PMASC SECONDARY' ELECTRICAL SERVICE, PROVIDE 0 -1 COPPER (CU) N 1-14" DIA SCHEDULE N PVC CONDUIT OR PROVIDE D •2/0 ALUMINUM (AL) N 2" DIA SCHEDULE DO PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UTH TIE ELECTRIC COMPANY PRIOR TO BID. / I 1 � LED LIGHTING C SINGLE LAV. BATH 4 PROVIDE Mro CU, TMW • PS CU IN2' CONDUIT OR S w0 AL, THEN . 1% CU IN2' CONDUIT OR 2/0 AL. SCR (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG] COYbNATION SERVICE BO ATF DISCONNECT SWITCH AND DOQ40 VI M ELECTRIC METER IN I S! NEMA SR CNCLOSUIIE PANEL 100A!!P T111AW i DEMO= CABLE MA"6ION INTRANLII SERVICE ENTRANCE IOUFMER IGWFMWT INTERSYSTEM SONDNG TERMINAL AT LOU VOLTAGE COIECTI" 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL MR ELECTRICAL PROVISIONS CP THE PM= T IM EDITION r20201 WW' DIA X D PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.rom AA#:0003325 J MISS 14 ID G ss#88 ay ID IP w� C BUDDIV. AS LOT: ABBOTT PARK LOT #11 BLK. #9 PROJECT# 04181.000-11091 MODEL: 4EBB "1828-CALI" GARAGE e..zNa: LEFT PAGE: ELECTRICAL PLAN 160 MPHAM., C SCALE: 1/4"=1'-0" E1 OND I I I I I I 12'-2' I I 9 I I N - LAV. �I -- I � n u SINK i SHWR PAN I l i ,__� i 1 O 00 -- II I in III I III El 2. VTR KITCHEN SINK W/ 2' VT r-I \1r 1/2 AUTO -- 3'-2' 3'.1' 1'-1' i'g 2'j VENT 2- Icy wC ----- e I,.I .3' LAYI LAV 0 17' LAV I II LAV. I I 3. I I TUB 7 1/2' 3• 3� 2 OHM m 2- WASHER CO TO MAIN I PLUMBING RISER DIAGRAM I I 0 ---------------------0 PLUMBING PLAN SCALE: 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 R sa >n o 8VHDIV. de LOT: ABBOTT PARK LOT #11 BLK. #9 PROJECT► 04181.000-11091 MODEIJ 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: PLUMBING PLAN 160 MPH LV. C 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 ALAS 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 TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 'I. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 'ITN EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED, S ALL FIRE RATED CEILINGS AND WALLS 514ALL 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 I PG. RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II, DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/I6'X2' TAFR56 S UNITe111 SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM 1 y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB 06XI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID P AIR SUPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' 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 *ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 307.2.4 HVAC DRAINS SCORIATED NICKEL FIN, FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG PITTING OR EXTENSION TO SOIL OR WASTE AS REOUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN) FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED gEXT. GROUND CLEAN -OUT (TYPN e MECHANICAL PLAN SCALE: 1/4 • P-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.PE. ELEVATION. d N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.00m AA M: 0003325 W t 20 IC aUBDIV. & LOT ABBOTT PARK LOT #11 BLK. #9 PUR:OJECT# 04181.000-11091 MODEL: 4EBB "1828-CALI" GARAGE awsxG: LEFT PAGE: MECHANICAL PLAN %160APH E)0% C 2X4 TOP PLATE 3VTOP oR5 31 PL V2' DRYWALL CHANNEL (25 PRE-FAB TRUSS GA`) CCONER ERAD IQ' THICK. 2 COAT •• CMI SEE 1/2' CLG. BOARDWIt STwICTURAL POR METAL STUPID I/2' DRYWALL M-46T LY To 120 RE NOTE: STUDS IN 3 241 0�203GA METAL TO DES rueoHaeT ATTACHED2.ASPER FILL PARTITIONS SUPPORTING INSTALLED IN WALLS � cn 1/2' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/S' OR 5 e«ix Ao em& SEALANT e CABINETS AND TUB/SNOWER 25 3/S' DOTTOM BACKER RKD 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL CAA. METAL TO BE INSTALLED 11"T>a1E •flMP LONGWOOD, FL32750 CABINETS SHALL BE NOT IN ALL OTHER WALLS. STUDS GA.) SECURED Lra MOULOM ALL PH: 407-7748078 TO BE SPACED 16' O.C. AT 2NO I Y Pvc xuve role OAA Lea Aleouao ror LESS THAN 2x4, WHERE to cork COORM~j FAX:407-7744078 FLOOR WALLS, ADJACENT TO cm V. STEEL 2X4 WOOD SPACED NOT MORE STAIR WELLS AND BATHROOM PAP R O 3/4' n• * F. Q. so. FASTENED ro SECURE DT. TRAcu eRAcxcro WAA #: 1003326 com PLATE TO BLAD STUDS •24• THAN Ifo' O.G. OR, NOT WALLS W/ TILE FINISH WOOD FLOOR SOD •0x °� JAMS PeR or— $ T AN H W/ 1/4' WOOD FRooucT OALV. STEEL overo+EAo ooae W/ 10d MASONRY LE S H 2X6, w ERE NAIL • 32' O.G. SPACED NOT MORE MAX THAN 24' OC. WOOD BASEBOARD SCREW APFROVA. Ma VERTICAL„ RACK or MAP, np I ASTTRiD TO R7�T TRAM SMACKS" elf oTTaRe W, rlto=T . SLAB APPROVAL I®a FINISH FLOOR FIN. FLR 1-STORY TYP. INT. WALL 2e GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS SCALE: 1 1/2'•1'-0' (a)TYP. INT. WALL (NON-BRG.) 1A_METAL STUDS (NON-BRG.) D1 SCALE, 3/4'•I'-0' D1 SCALE, 3/4'•1'-0' FIBERGLASS SHINGLES WITH IBNDERLAYMENT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING 2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI q N I j MEN £ 64 k FIBERGLASS SHINGLES THICKNESS AS PER WITH UNDERLAYMENT AS PER FBCR 905.1.1. SHEET 8N1. SECURED PER PER STRUCTURAL DETAILS A8 PER UNDERLAYMENT 908. T ROOF SHEATHING FASTENER SCHEDULE SECURED PER ROOF SHEATHING, W5,1G THICKNESS AS PER FASTENER SCHEDULE THICKNESS AS PER SHEET SNI. STIFFBACK AT ALL UPRIGHTS SWEET SNI. SECURE SECURED PER PER STRUCTURAL DETAILS PER FASTENER OR GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE SCHEDULE OR I/2' HIGH 5 PRE-ENG WD. TRU58 11 2x FASCIA PER STRENGTH CLG. 2x FASCIA PER MAX — Ax. 1A BOARD REFERENCE ELEVATIONS O. ELEVATIONS t;4§4 vATI_STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT SEE ENERGY CODE FORMS Ft7R WALL SHEATHING CONT. 2x RAT RUN SECURED PER Q PRE-ENG TRUSS INSULATION R-VALUES PRE-' TRUSS THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING i REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR a MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNI. SECURE PER INSULATION R-VALUES THEFT SNI. AS PER 1,-0, PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER 2x FASCIA PER TYP 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS O.H. ELEVATIONS 5/S' GYPSUM BOARD OR 1/2' R-4.1 INSULATION PRE-ENG GABLE TRUSS ON SHEET SNI, HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED ASMANUFACTURES AI STRUCTURALDETAILS 2x PT SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS RENCE Ix2 PT . RRING STRUCTURAL STRIP• 2a• oc. I/2' THICK, 2 GOAT PORTLAND P.T. FURRING B• cm CEMENT PLASTER APPLIED ST • 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY I!!' THICK, 2 COAT 1/2'GYP. WL.BD. CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORTLAND S• cm DIRECTLY TO MASONRY WOOD BASE R APPLIED WOOD BASE DIRECTLY TO MASONRY 0'-0' FIN FLRr�L _ _ J, 0'-m' FIN. FLR 0'•0' FIN. FLRrL 0'-V' FIN. FLR ° � B' cm ... 4m m ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a ACCORDANCE WITH FBCR 2020 4' 1TH EDITION, SECTION R301.1.3 ?` 1TH EDITION, SECTION R301.13 AND 160 1b.1. AND 1609.5.1. W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION ti B Y NO OPENING NO OPENING NOTE- NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE EEEEEBU39DM & LUT ABBOTT PARK LOT #11 BLK. #9 PROJECT# 04181.000-11091 1[ODEIs 4EBB "1828-CALI" GARAGE 8TnNG: LEFT PAGE: DETAILS 1 H .0 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF �5�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4•.I'-0' UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'•I•-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR D1 WITH F5GR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM D226 20 TYPE II OR ASTM D486S TYPE III TYPE It OR ASTM 04869 TYPE III I 1 L OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. v A NOPFANT 23 DATE: 6/ 1 SCALE: 1/4"=1'-0" SHEET D1 i 2X6 P.T. • CENTER OP DOOR HEADER SECURED W/ (1) 1/2' X V J-BOLT W/ 4' MR EMBEDMENT W/ 2' X 2- X VV WAG14EM 4 NUT OR W/ (2) 1,12' X 6. ANCHOR BOLTS WV W MIN. EMBEDMENT WY 2' X 2' X VS' WASHER 4 NUT' m I V4' TAPC.ON6 1 1/2' EMBED. V Or- 4' END DIET, 1 112' EDGE 016T. 2X6 GARAGE DOOR DUCK SECURED LLV (5) W' X V J-BC.T OR ANCHOR DOLTS, WV 4- MR EMBEDMENT, WV 2- X 2' X VV WASHER 4 WT. (0 WITHIN 6' OF TOP, (1) WITHIN V OR THE DTI, 10 (3) EVENLY SPACED. NOTES ALL I/IC10R8 $WALLINS DE M ACCORDANCE ITO NSTRUCTIONS MANFACT INSTRUCTIONS INSTALLATION STRINGENT ONB WHERE SUCH WTIRICTION6 ARE MORE 61RINGENT GARAGE DOOR 1 BUCK ATTACHMENT 4au. w•.r-r I'X4' P.T. NA 6' cm IR'DRYWAL ❑ Boole DOOR L 1.4 P.T. OR D/4'X4' MIN. SECURE THIEU FRAME 4 NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A 1/INDOW TO BLOCK +3/4" 0 +5/4" 2X4. NE SECURE TO BLOCK W/ 3AW TAPCONS ?MR NK SHASIZE J49 MIN, HEAD 612E 300 MREMBEDMENT 1 V4') WTHM V OF EACH END 4 is, or_ MAX 6PACING. 2X6. m SECURE TO BLOCK WK2) 3AW TAPCONS MIN, SWANK SIZE .146 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 6' GMU WITHIN V OF EACH END 4 16' O.C. MAX SPACING. IR' DRYWALL 2X8. ® MX4' SECURE TO BLOCK P.T. NAILER W92) 346' TAPCON6 DOOR CASING (MIN. 614ANK SIZE 145 MR HEAD 612E 300 MRL EMBEDMENT 1 V4.1 AX WTHM V OF EACH END MDOOR JAMB OR WINDOW ATTACH TO ZX PERAN MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" 11LND011 TO BLACK +1 1/2TO BLACK +1 1/2" 2X4. m SECURE TO BLOCK WV 3AW TAPCONS (MIN. SHANK SIZE .14D MR HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN V OR EACH END 4 W O.0 MAX SPACING. 2)(6, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" 11LND011 TO BLACK +1 1/2TO BLACK +1 1/2" 2X4. m SECURE TO BLOCK WV 3AW TAPCONS (MIN. SHANK SIZE .14D MR HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN V OR EACH END 4 W O.0 MAX SPACING. 2)(6, SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE J00 MIN. EMBEDMENT 1 V4') WITHIN V OF EACH END 8' cm 4 18' O.C. MAX SPACING. 1/2' DRYWALL 2XM SECURE TO BLOCK 1714' W021 346' TAPCONS P.T. NAILER (MR 614AK SIZE J45 V16' OAAL X 4' MIN. MR HEAD SIZE 3" MR EMBEDMENT 1 V4') DOOR CASING WITHIN V OF EACH EH. 4 b' OG MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/18" /�11FIND01! TO BLO +1 15/18" 2X4• 11110 SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SNAVK SIZE J46 MR HEAD SIZE Joo MR EMBEDMENT 1 1149 WITHIN V OF EACH END 4 W O.0 MAX SPACING. NOTE, STRUCTURAL. 2X MAT BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TW ROU6H NON-STWICTURAL W92) 3/16' TAPCONS 3/16' TAPCON MR 1-1/4' (MIR SWANK SIZE .MS EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN V OF EACH END 6• CM 4 IV OL. MAX SPACING. 1/2' DRYWALL 2X6. SECURE TO BLOCK I'X4' W(2) 3/16' TAPCONS P.T. NAILER (MIN. SHIAK 612E 145 DOOR CAGING MIN.00 HEAD SIZE 3 MREMBEDMENT 1 114') WTHM V OF EACH END 4 b• oJ:. MAX BPACIN6. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" /;,'111IND01f TO HLOCK +2 1/4" 2X4, SECURE TO BLOCK WO/16' TAPCONS (MIN. SHANK SIZE 146 MIN HEAD SIZE -%M MIN. EMBEDMENT 1 1/47 WITHIN 6. OF EACH END 4 I•' OC. MAX SPACING. 2X6, SECURE TO BLOCK 1010) 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 6. OF EACH END 6' cm 4 IS' O.C. MAX SPACING. V2' DRYWALL 2XM D SECURE TO BLOCK I'X4' WK2) 3/16' TAP'CCNS P.T. NAILER (MIN. SWANK 612E 145 DOOR CASING MR HEAD SIZE 300 MR EMBEDMENT 11/49 WITHIN V OP EACH END 4 IV OZ. MAX GPACIW. DOOR JAMB OR WINDOW ATTAG14 TO 2X PER MANUFACTURE& DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" ®TmNnnTr Tn arnrrr +a^ 2X4. 0111 SECURE TO BLOCK W/ M6• TAPCONS (MIN. SWANK SIZE .14D MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 16' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WV(2) 3/16' TAPCONS 346' TAPCON MR 1.1/4' (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MR WEAR SIZE 300 MIN EMBEDMENT 1 1/49 6, CMWITHIN W OF EACH END 4 16' O.C. MAX SPACINd. 112' DRYWALL 2X6. 1=1 ❑ I'X4' 6ECURE TO BLOCK P.T. NAILER WK2)3M'TAPCON6 DOOR GAGING (MR SHANK SIZE 14S MIN. HEAD SIZE J00 MRL EMBEDMENT I I14') WTHM V OF EACH END 4 b' or_ MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.1 7ND 2X BECURE TO STRUCTURAL MEMBER UMY2JOd WITHIN V Q EACH END 4 6' TO W O C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" F 2X4, 00 SECURE TO BLOCK W/ 1/4' TAPCONS (MIN SHANK SIZE J48 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 10' OG. MAX 6PACMG. 2X6, SECURE TO BLOCK WK2) 1/4' TAPC" (MR SWANK SIZE J46 MIN HEAD SIZE 300 MR EMBEDMENT 11/49 WITHIN V OF EACH END 4 IVOr— MAX SPACING. 2X6, SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SWANK SIZE .140 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 V49 WITHIN V OF EACH END 4 IS' O.C. MAX SPACING V cm ❑ 1/2' DRYWALL PX4• P.T. NAILER 1/16' Oba X 4' MR DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" G'ALND0II TO BLOCK +3 7/18" 2X4, GO SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SWANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN V OF EACH END 4 10' O.G MAX SPACING. 2X6. SECURE TO BLOCK WK2) 1/4' TAPCONS MIN. SWANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 11/47 WITHIN 6' OF EACH END 4 E' OF, MAX SPACING. 2X6. 12® WQIRE TO BLOCK W/(2) 1/4' TAPCON& (MR 614AK SIZE J45 MIN. HEAD 612E 300 MR EMBEDMENT I V4•) WTHM V OF EACH END 4 B' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TWROU614 NON-STRUCTURAL 3/16' TAPCCN MR 1-1/4' EMBEDMENT INTO BLOCK L�1 6' cm 14' DRYWALL ❑ I'X4' P.T. NAILER I' P.T. X 4' MR r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAWPACTURE6 DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" nTfINDOW TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA 0: 0003325 kW sUSIDIV. Ae LOT: ABBOTT PARK LOT #11 BLK. #9 PROJECTry 04181.000-11091 MODEL: 4EBB "1828-CALI" GARAGE 8V►ING: LEFT PAGE: DETAILS k.160,MPH C 1 8CALE: 1/4"=1'-0- 1 D2 PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS Td BE U)IRED TIED TO LATH • S' OG. MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES Will %, LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION ------- FASTENERS TO BE SPACED • 1' O.C. MAX VERTICALLY i i' THICK 3 COAT CEMENT \ PLASTER URD LAYER 4. PORTFIBER BULDSG PAPER APPROVED METAL LATH FASTENED °1' (VERY) O.C. MAX AT SUPPORTS URD LAYER P, STUCCO WRAP WOOD SHEATHING LATH SHALL BE CONTINUOUS THRO" JOINTS BUT BE STOPPED Ah TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTIM CIOi9 \ PLACED FLAT MAX i' TO S' PROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON R L FASTENERS FOR LATH TO BE NAILS O\ i STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CIO63 2. WRE TIES TO BE (NO. IS) 0,0415E WRE 3. BLOCKING SHOUN MAY DE IN ADDITION/ \ TO UJAL.L STUDS REQUIRED PER PLAN YR YMYIYYY I IYIIYY� INYIpI�I�I OL FOLD ealwc . PT. A ®P°LD O1.1'OLD eAlweD is Pr. A 2. OIYAN . FT. 5 DEAN • In. D Ol F0.D wA2eD • PT. A L QRIAN • FT. • FOLD AY ® l FOLD N1AIp • FT. A 2. D7eA811 • FT. e a CINAes • in. A. FOLD PT. c o.m Pr. • TILL PT.O TOIIOIIU corral PLANT•. eonOn ~�� W,RR rnHr RRAL FOLD. OQ SOT. cur. T CEMENT IA VY 2 CART INSTALL FASTENERS (CLIPS; NOT.,. STRAPS, STAPLES) AS APPROVED BUILDING WRAP REQUIRED TO SEOJRE SHALL BE LAPPED A MNI L'1 OF PIPE/ WRE TO FRAMING •' • VERTICAL LAPS (ROLL W® LAYER L ENDS) a •' • HORIZONTAL LAPS, ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO 00 V 5711�4 WRAP UNTN FORTIDER SHEATHING TAPE UND LAYER 4. FORTFUNR / BUILDING PAPER FETAL LATH 6 .6' SELF -ADHERING MEMBRANE / \ FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE / r nN. W . nETAL urN \ PLA04NM OVER APPROVED HOUSE ~. fiC X X — I FLdSHN6 TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE X X X — — z FLASHING OVER APPROVED . HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE IT METAL LATH UM LAYER M, i' THICK 3 COAT CEMENT V CONT. BEAD OF SEALANT STUCCO WRAP ( PLASTER NSTALL APPROVED HOUSEURAP AIR METAL LATH TM BARRIER OVER A' MM PA R AP LCW ONLY WRB LAYER Q. FORTIFIDER NAPINTH WRB LAYER 4, FDRTIF BUILDING PAPER ELASTOMERIC COATING OVER STUCCO/ BUILDING PAPER YE C.V. FINISH (SEE TYP WALL SECTION) S71Jc4OLLRAP I WOOD GNEATHMG SECTION S I FiIMIa/YIhNn �rMlrg /J' r o/ cement gaemr th thend shall comply 1NU1 CR application shall pl repuUsmenla of ASTM C 823-150. MNuw LAP, P OY°R Instillation of exterior lathing am rramn9 ALL LAP atoll wmply with ASTM C 1083-19a, i 2 LAP SCALE, I VJ'aF-O' or ASTM 1787. ® KICKOUT DETAIL r00 LAYER 9, FORTIFIDER DULDING PAPER (RMIC 04.Y) /— Wm LAYER % STUCCO URAP(1RM! oraY, ,—LAP LM7.R! tX eIBLDPId al•Ar Dune NATJtl R.MIOR, STOP owy) e "x FRAME OR a•u mX1n°Dle � I W ewL R.,1lNw PLA°H°Iq (OW te' .11 aN1d! Ttl1R MAL (DSO OR OOLI$M alLN1Ld an, �p i 6' ILL wrAu xlcxour R.MIM/O AT DDTfQY OF 110CI a eHLL NInSiOTKHH FAS=A ww SIDE LAPS OF METAL PLASTER EASES SHALL BE SECURED TO FRAMM MEMBERS THEY SHALL BE TIED BETLLEEN SUPPORTS WTH 0041E-N.(UI•MM) WRE AT INTERVALS NOT MORE THAN S' (22s-MM). AS PER ASTM C1063. FOR REPAIR OF TEARS IN UM LAYERS, TEARS MAY BE PATCHED U44OLISE WRAP TAPE PER MANJF. SPEC, OR PEEL 4 STICK WOOD SHEATI BUILDN PAPEP STIJ= WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 'J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOFNIALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) �+ —GAP SHINGLE - NOT NAIL, -7INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS O"L" FLASHING N.T.S. WXS' SELF -ADHERING MEMBRANE FLASHING /COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HIOU6E TO UAR w eAuiw. TO EXTEND ONTO PIPE ONE SIDE OF LEGEND DRAINAGE PLANE (WR5 LAYER #I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER 5UILDING PAPER) METAL LATH x—X—X—x STUCCO WOOD OR 1/16II ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM G-84-1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 a ]� Mass Egg i SUBDIV JIS LAT ABBOTT PARK LOT #11 BLK. #9 PROJECT* 04181.000-11091 MODELA 4EBB "1828-CALI" GARAGE 9TRMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH C INSTALL 6' SELF -ADHERING hiEh16RANE PLAS14M OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. BEIYIENCE OF FLASHING TO BE: X I. BOTTOM. 2. SIDES, 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND - SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT r WATER AWAY FROM JOINTS. ' rX E-Z BEAD ALL AROUND i i" VENT -APPLY SEALANT ALL i I X JOINTS AND INTERSECTIONS -�� APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Y.' CAULKING a JOINT ALL AROUND I I PER SECTION R703.7 ExtArlor lathIna and pleaterina Exterior use of Portland cement plaster BACKER ROD shall comply with the application I.X requirements of ASTM C 926-18b. IX: Installation of exterior lathing and framing pI;X shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER h, STUCCO WRAP 1 HOODED VENT :'.*. i' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) r D SHEATHING LAYERCO WRAPLAYER 4,—]FIBER DING PAPER aIOOD cONetucT� -METAL LATH a' Camiu VINYL CASING BEAD W RAISED BAND ZTOP u' SCMID-REEDwALL WEE 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKZ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1116' ZfP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLl 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUP. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT .ASTER Ye' TO Ye' MID -WALL WEEP SC-99r;D, �-6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME, APPLY STUCCO SCRATCH COAT AND ONE (U 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 al, STUCCO WRAP HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER 'I, STUCCO WRAP LAYER 7, FORTIFIBER BUILDING PAPER METAL LATH WOOD : T/e' TEXTURED CONSTRUCTION FINISH E WOOD FASTEN TO WOOD STRUCTURAL MENDER • T' O.C. MAX e' CM R' TO)j' MID -WALL ion ar�sm Lj • • iT. 6' WIDE STRP SELF ADHESIVE FLASHING, CLEAN MASONRY DEFORE APPLYING V FINISH • MASONRY '7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK( STEP #3 S' WRB LAYER fl, STUCCO WRAP WRB LAYER h, STUCCO WRAP 9 APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED 14OUSEWRAP 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 nELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 PJIVBDIV. Ac LOT: ABBOTT PARK LOT #11 BLK. #9 PROJECT# 04181.000-11091 MODEL: 4EBB "1828-CALI" GARAGE STI MG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH XV C WOOD SHEATHING EXT. WAODD WALL W1RB LAYER M, SUS -FLOOR SHEATHI DECKINi COLU STUCCO WRAP MN NG WEATHER RESISTIVE WOOD WRB LAYER -2, FORTRISER PRE -Ill TRUSS BARRIER 01 CONSTRUCTION BUILDING PAPER K' HAT CHANNEL WEATHER REWEA 616TIVE �ER RESISTIVE i' TNIOK, 3 COAT CEMENT DARRIER -I I BARRIER 4 PLASTER WEATHER RESISTIVE _ 6' SAP. • TOP OF WEEP SCREED BARRIER -2 / b' SAP. 'TYPE 'X' DRYWALL \ TO SHEATHING BEHIND DEEP SCREED i' NICK 3 COAT CIMEN VARIES PEEL 4 STIf.K WOOD SHEATHING METAL 4' POSITIVE DRAM IJFLASHING META. LATH IN ROOF LLY EMBEDDED 1 � ncco Aroccn M ROOF CEMENT 1441 N. RO7REAGANN BLVD.WOOD SHEATNNS 115' X 3' 26 GA. GALV. LONOW50WRB LAYER -I, , `' METAL DRIP EDGE PH: 4STUCCO WRAP `�SET M FULL BED OF FAX: PLASTER3 GOAL CEMENT / ` EXTEIROR (,BADE yROD 4 AANT SEALANT, V MM.J' THICK AP R SACKER www.abomAA • - 6' SELF-ADHEREING CRY WALL SPACE FROM 'DRIPATNER RESISTIVE AM66-WatIG- 1 FLASHING WRAPPED 1 ' •TOP OF DEEP SCREED 4' P061TIVE DRAM �' THICK 3 COAT CEMENT VINYL CASING BEAD ; :: BARRIER 'I •...F~ `�`y TO SFEATHMG BELOW WEEP BCIREED VMYL mlea<R aEao \1 -:Y WEATHER RESISTIVE INBARB ER ' • - \ WATER PROOFG Ist WRB LAYER -1, NO GAP M RELD LAYER l2 LAYER PEEL I"`' EXTERIOR COLUMN STUCCO WRAP (SHORN FOR CLARIFICATIONSCN a -- LEGEND • �.. • + i '� SEPARATE ACCESSORIES ONLY1 STICK) rw. COLUMN SHEATHING 1 WZB LAYER �i, FORtIFIBER BUILDING PAPER PEEL R STICK 6' RAF. I )(t•x3' •L• FLASNMCs DRAINAGE PLANE (WRB FULLY EMBEDDED N 6' SELF-ADHEREIN6 ® FLOOR ROOF CEMENT LAYER 01, STUCCO WRAP) FLASHINGWRAPPED WRB LAYER "2 (FORTIFIBER WRB LAYER -1,' / • CORNER OF CANTILEVER 26 CiA STUCCO WRAP � / METAL 3DRIP EDGE V ...... 1 ����p �4'POSITIVEDRAIN AMIGO AT'Wi-URiIIC 0 CANTILEVER DRIP I)pxl)i'P.T.ORSIMULATED SET IN FULL DEDoF 1 %Z Heap nreten CUSTOM ,-waMG BEAD -- _ --- WOOD (TREX) FILLER, SEALANT, IS' MM. BUILDING PAPER) EDGE CONTINUOUS SPACE FROM DRIP ---- TO TRE X GAP FOR SEALANT VIN`YLYL CAASIIl I METAL LATH x—x—x—x NO GAP IN FIELD OPT. BACKER ROD. WATER PROOFING IN. (SHOWN FOR CLARIFICATION OF 3' X 3' 26 GA GALV. MODIFIED W LAYER (2 LAYER PEEL 4 /'•/'- FINISH LAYER (2 LAYER STICK) WRAPPED FROM STUCCO SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE 3/4 RESILIENT CASING BEAD PEEL -STICK) - SET IN FULL 15ED OF HAT CHANNEL BALCONY DECK TO i' PEEL 4 6EALANTA' MIN. VINYL CASING BEAD CANTILEVER DTL ® CANT STICK • DRIP SPACE FROM DRIP WOOD OR -11(o' ZIP WALL i' THICK, 3 COAT CEMENT Z h � D C 10 A EDC+E TO FACE TO TRl PLASTER SHEATHING SCALE. 1 1/2'-I'-0' DECK ••••—•••• 5/Ill 'X' DRYWALL I METAL LATH W/TEXTIURED PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — X' SAP FOR BACKER FINISH 4, NOTE: IK'XI Y4 P.T. OR SIMULATED ROD t SEALANT J' THICK, 3 COAT CEMENT 4' POSITIVE DRAM METAL LATH: LATH TO BE PER SECTION CCT (iNUTD�uSXl FILLER WEEP SCREED VINYL CABWNG BEAD PLASTER R-f +a3.'1.1 / ASTM C - 84� -14a, MIN. 2.5 L BS. WATER PROOFING 4t 1 WEATHER RESISTIVE VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF w LAYER (2 LAYER PEEL 4 OARRIER -1 SEPARATE ACCESSORIES ONLY) STICK) WRAPPED FROM • �$ VINYL CASING BEAD PER SQ. YARD (UTILITY OR NOMINAL BALCONY uEATMIFRRE616TIVE 0 CANTILEVER -"fix BARRIER° BALCONY DRIP O LATH DOES NOT MEET SPECIFICATIONS) 6'PEEL 46CK0 r-. 11C EDGE INSTALLATION ® COLUMN = DRIP EDGE TO DECK DECK MEMBRANE. SUB FLOOR EDGE OVER DRIP (W f ' L" FLASHING) WOOD CONSTRUCTION ®® 3' x W 26 GA (l SCALE: NT8 WOOD SHEATHING METAL DRIP EDGE SET IN FULL BED OF WEATHER RESISTIVE I )m Yi P.T. OR SIMULATE SEALANT,)f' MIN. BARRIER 01 WOOD (TRICK) FILLER SPACE FROM DRIP WRB LAYER M,FACE TO TREX , 3/ I RESILIENT WEATHER RESISTIVE CONTIM)OUS VINYL CAfil BEAD 2x FRAMING MEMBER STUCCO WRAP f� HAT CHANNEL BARRIER -1 & GAP FOR BACKE ROD 4 SEALANT WATER PROOFING lot WOOD SHEATHING VINYL CASING BEAD FFINFINISH; AYI(2 LAYER LAYER (2 LAYER PEEL PLASTER COAT CEMENT WRB LAYER -2, FORTIFIBER 1' THICK, 3 COAT CEMENTPEEL STISTICK) WRAPPED FROM PLASTER 3/4 RESILIENT BALCONY DECK TO 2 Imo. BUILDING PAPER HAT CI IArNEL CANTILEVER FASTENED TO SHEATHING ) WRB LAYER h, 5/8' TYPE 'X' DRYWALL METAL LATH THICK 3 COAT CEMENT • T• O.C. MAX ^� i W/TExTURED a PANTED PLASTER C METAL LATH ; ., STUCCO WRAP FINISH WOOD SHEATHING METAL LATH - Ill TYPE WDRYWALL WOOD SHEATHING Ill WRB LAYER -I, THICK, 3 COAT C - i i' THICK, 3 COAT CEMENT (2) 2x12 HEADER W/TEXTURED t PAINTED 6AFRER618TIVE PLASTER WRB LAYER •2, FORTIFIBER PLASTER FINISH WEATHER RESISTIVE STUCCO WRAP 5 ; I BUILDING PAPER j' THICK 3 COAT CEMENT DARRIER 4 WOOD SHEATHING VINYL CORNER BEAD 4' POSITIVE DRAIN PLASTER a..T•��� RAIN METAL LATH &'SELF -ADHERING fi METAL LATH ucaP Srcccn VMYL cd1aNER BEAD - -- FLASHING vmin eeaD NO GAP IN FIELD WRB LAYER -2, FORTIFIBER it (EXPLODED J' THICK, 3 COAT CEMENT VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF BIIILDMG PAPER 1VIEW FOR PLASTER (SWORN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) .'1 CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP DRIP CAP 11 EDGE INSTALLATION 14 A CORNER BEAD ® FRAME \ 11 D DRIP EDGE - 1 \ INSTALLATION \ WINDOW FLANGE WOOD CONSTRUCITON STUCCO RWRAP , TI {\\ - WEATHER RESISTIVE 2 I/2I + ; ; BARRIER -1 CORNER BEAD WRB LAYER 02, FORTIF15ER ',' - SVHDIV. de LOT: ABBOTT PARK LOT #11 BLK. #9 PROJECT* 04181.000-11091 MODEL: 4EBB "1828-CALI" GARAGE SKIING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 APH E C WEATHER RESISTIVE (FASTENER 4 SPACING 0'1' O.G.) BUILDING PAPER ISAR METAL LATH i NG BEAD i' THICK, 3 COAT VINYL CASICEMENT PLASTER PLASTER COAT CEMENT 5/S' TYPE WDRYWALL t METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH &'SELF -ADHERING ' 1' THICK, 3 COAT CEMENT HEADER/BEAM GMU FLASHING PLASTER 1/2' THICK, 2 GOAT CEMENT VMYL CORP. 4' DRIP CAP VINYL CORNER BEAD PLASTER APPLIED POSITIVE DRAIN w99E fV^OCP_n DIRECTLY TO MASONRY VMYL CARING BEAD NO GAP IN FIELD WINDOW FLANGE DATE: 6/14/21 (SHOWN FOR CLARIFICATION OF SCALE: 1/4"=1'-0" SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD 05) B LO C K 15 B CASING BEAD ® WINDOW SHEET @bRIP EDGE INSTALLATION (FRAME, NO BAND) dd A3 CASING PLAHSTER3 COAT CEMENT WOOD SHEATHING BEAD TO TRIM METAL LATH LEGEND - IX TRIM MEMBER � WRB LAYER STUCCO WRAP •STUCCO TO SIDING TRANSITION WRO LAYER 02, FORTIFIBER DRAINAGE PLANE (WRB � WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD SHEATHING WRB LAYER 02, FORTIFIBER Y WRB LAYER 62 (FORTIFIBER — • — — — BUILDING PAPER ; WRB LAYER "I, ` r. z y BUILDING PAPER) - 1441 N. RONALD REAGAN BLVD. STUCCO WRAP M!77777777777ETAL LATH x—x—x—x LO PH:40 F 7746078 METAL LATH FAX: 407-7744078 i i' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIF15ER WRB LAYER h, STUCCO WRAP 7�7 WRB LAYER 01, SRO WRAP STUCCO www.abdesigngroup.com AA#: 0003326 PLASTER i ; BUILDING PAPER so WOOD OR 1/16 ZIP WALL b'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING VINYL ANGLED EXPLODED J' THICK, 3 COAT CEMENT F AS ELF - DH R ELG� STICK SELF-ADHESIVE FLASHING — — — — CASING: (BEAD VIEW FORPLASTER CLARITY)) SIDING TO STUCCO ., CLARITY) .. ,•., CASING BEAD ; ; ,----------------------------------------------------- J' THICK, DRIP CAP (CROSS SECTION) PLASTER3 GOAT CEMENT SEALANT WINDOW FLANGE WR5BTUCCOYWRAP ER 01,;/ METAL LATH \` ,. VINYL ANGLED `UJOM TBEYOND I i CASING BEAD r WDOD "ATHNG i WEATHER RESISTIVE WRB LAYER "2, FORTIF15ER 064WER BUILDING PAPER weaTTrER RE618r1vE i WINDOW FRAME .! i BAR4 RIER ..;;-, WRB LAYER 02, FORTIFIBER � METAL LATH X T Yi LAP 61DING / \ — --- - - - - �� u6 REVEAL �� I RNG ' BUILDING PAPERIcLASHM ; W N 4 d' THICK, 3 COAT CEMENT o 6. SELF -ADHERING I y PLASTER FLAGWNG r I O UBATHER RESISTIVE i I E-Z BEAD VINYL CASING STARTER STRIP WEATHER RE816TIVE i (W/ifs' FLEXIBLE PVC BACKER ROD) 6'SELF-ADHERING �. �J \ \\ BARItlER 1 I FLASHING �A°EeHl�rn�'M w I I .;E \ GALV'D METAL DRIP CAP GALVV MTAL z FLA6HNG i i N z' RA6HNG 7'u, RB LAYER 61, STUCCO WRAP, I W IWY�'OX°66 er R RAPPED AROUND FRAMING MEMBER E WINDOW FLANGE i i O CASW,' / ` I ' SELF ADHESIVE FLASHING:X X6'WMILATED TRIM MEMBER OOD SHEATHING (FRAME, W/BAND) �� AULKNG 2XFRAMING AL GAPUC.; °�T MEMBER DETAIL BELOW EXPLODED SIDING To sTUcco FOR CLARITY BLOCK TO FRAME -----------------------------------------------� ------------------------------------------------ 9 TRANSITION Ya' GAP TYP THICK, 3 COAT CEMENT NOTE; ; CASING BEAD PLASTER WOOD SHEATHING SEALANT To WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION It R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER 60. YARD (UTILITY OR NOMINAL I I WRB LAYER 62, FORTIFIBER 1 LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER I WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WINDOW FRAME i WOOD SHEATHING I WRB LAYER 02, FORTIFIBER WOOD eaHeTTerenOH BEYOND 6. BCLF-ADHERING I 1 BUILDINGS PAPER i WRB LAYER 01, WOOD SHEATHING R.��' THICK 3 COAT CEMENT I STUCCO WRAP WEATHERPES16TIVE ; DA1°"dR' i�/ \ ot VE SAJORIER-1OLAP + PLASTER :.: i WEATHER RwER PIE"TIVE / / / \ 6' nR1 ABOVE TOP �' ,2 R.A6HNG WRB LAYER 62, FORTIF15ER X 1 Y' LAP 61ONG / ( X I"AL i I R I 1 VINYL ANGLED ; BUILDING PAPER 6'SELF-ADHERING I SANER IgRESISTIVE YWRAP CASING BEAD METAL LATH \\ UZ EROMISTIVE i STUCCO i VINYL CASING BEAD STARTER 6IRIP / �� / SUDDIV. & LOT: ABBOTT PARK LOT #11 BLK. #9 PROJECT# 04181.000-11091 MODEL 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 11 \ GAu w METAL 160 MPH . C (EXPLODED S' THICK, 3 COAT CEMENT Do NOTCd1XOR I I z FLABFING i 6' WIDE PEEL < STICK I TO LAP VIEW FOR PLASTER ,, I OVER FLANGE CLARITY) G"A YD tWA \ ) I WINDOW FLANGE ; 'z' BASHING DAIWER'I I I 1Y• x 6.6nuAreD � � 6• MRL ABOVETOP ' E-Z BEAD VINYL CASING I WZoD TRIM McMWER ar x R.A6VIN6 2X FRAMING (W/�6' FLEXIBLE PVC BACKER ROD) f 2 E-z eeAo 1& r waN L 1• x 6. 11'"ATEO MEMBER 1 (wvBACO FLEXIBLE PVC / 1 , TRIM MEMBER -APPLY FULL BED OF SEALANT BETWEEN m 6�RAVHERNG \ / , I R 6i �"G FLANGE # BUILDING WRAP % CASING BEAD ® RAISED R.ASWM ` `� BUILDING "TWO 3 C�OAT �� ` ' SEAL GAP W/CAULKNG ` ' BAND (FRAME) CEMENTI'LA6TER OR APPROVED DEALANT WRAP 1 A WEWaCEM P E646TIVE \ ; i-' WEATHER lR 1110616TIVE SCALE: II/2'=I'-0' E-z BEAD vNn Gd6ING --'-------------------------------------------------------------------------------------------------''� AR 3 WEATHER F ES16TIVE CAWtlER BACIQR R O) D 8 14 21 SIDING TO STUCCO WEATHERPES16TIVE E Z BEAD WINDOW CASING >aCALE: 1'4"=1'-0" ® FRAME TO FRAME DARRIER4 16 TRANSITION SHEET 19 WA4 AR Sf ULDSE—ENINKEEFINGT NTPROPERLY 4'.8' AND 1P AUGNED. VEIN PIPE IS SEALED IF UTILIZED. NAIL IN PLACE SHOWN IN POALVIWIZED USING 1-1/ WVLS AT EPLH CORNER. ROOFING ME SHOULD SE APPUED TO KL SHIWLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT GOOSENECK VENT OPENING IN THE ROOF RECOMMENMOINSEVERSWEATNEROM9TAL SHEATHING.SIZE THE OPENING IN ACCORDANCE MATH THE CONSTRUCTgN ZONES. CHART SHOWN. IN THE EVENTA MECHMBCAL VENTFAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOTCUT INTO TRUSSES OR RAFTERS VMEN CUTTING THE OFSNI t IN THE ROOF. RED INTERFERING SHINGIEWNLS MOUND TIE PERIMETEROFTHEOPENIMSOTHATTHENAII-1 LNM£ OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE FLANGES OF THE VENT WAND UNDER VEIN FLANGES TO LAV ON THE OF THE THE TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL SCALE. CUT HdlSELLRAP AT 4S- ANGLE MODIFIED -1- CUT N MOUM RAP LINE OF WMDOIU- OPENING APPROVED HCUSNRAF OVER SHEATHING OVER AD STUD WALL STEP 1 INSTALL 6- SELF-ADHERING FLASNMG OVER NAILMG FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL \7/\ FLEXIBLE FLASHING DO HOT SEAL BOTTOM —� FIN STEP 6 . pow -UP ARILY R•OLD.IF' SEC L IIOUSEP(O TUCK RAA P UNC At HEAD FOLD HOUMA N AT JAMBS N SLOPE SILL R IETALL 6' SELP-ADHERING FLASH IG OVER VINYL HEAD PLASHING (WITH END 0 )NANLNG PLANIGE INSTALL VINYL CAP PIPE ANOOWR FLANGE oll AL04 PLASHING UV MT. ED" OF SILL RO. MEGW7ICALLY FASTEN FAN I D EDfiS (CAP NAILS, STAPLES) INSTALL DUPONT PLEXURAP AS TH FLASHING AT THE FOLD HOIMEUISAP DOWN I TAPE DIAGONAL CUT N ACROSS HEAD OF WINDOW PLUMBING VENT DETAILS SCALE. N INSTALL 6• AIDE ADHESIVE - DAQCED FLEXIBLE PLASHING MATENAL OVER DROP CAP JOINT (PROTEOTO-WRAP BT-204L w EWV) STEP 7 STEP 8 ""`® WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 9 MEMBRANE PLASHING OVER JOINT -WMVALLEYFIASHHNG WITHINSW OR HEAVIER FELT NEjrRR SMERS IN HINGLEND END SHINGLE ASPFIPLT EAST 12' BEYOND ROOFINpEY CEMENT CENTERLINE -oOFF ER AT NB DEGREES SHINGLES TRIMMED r BACK FROM VALLEY CENTERLINE 1. IT IS THE CONTACTORS REEPONSIBILTY TO VERIFY ROOF VALLEY DETAIL THE WRAP!!, 6EATYT8ALLPRODUCTSNCLUDING THE COMAP, SEALANTS I L PRODHERMG SCALE. SITE, PLASHING MATERIALS USED DURING CCNSTRJCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIP"TICNS WARNICe SEALANTS MAY REACT ADVERSELY IF NOT CQMPATIBLE CLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW 119E FOLLOWING COMPLETION OF EXTERIOR RETROFIT WOW, NOTE, REPAIR SCHEME SHOWN SHALL ISE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OFENNG SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 061 IOU (O EQLAL)SEALANT FLUID APPLIED PLASHING (LANCO WHITLINIAL RC -SS OR EQUAL). SLOPE SILL TO EX NOM L IT IS THE CONTACTORS RESPONSI/ILTY TO VERIFY THIS CCI MPATIEILITY OF ALL PRODUCTS INCLUDNSI SEALANTS I SELF-ADHERNG FLASHING MATERIALS USED DURING CON6TRUCTION 2. FLASHING. AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE URTN MANUFACTURERS INSTALLATION NSTR)GTICW AND APPROVED METHOD U OF PBC RWSA• U N ACCORDANCE WITH PE NEETRATION MANUFACTURE" AN FACTURE 'S INSTALLATION AND FLASWMG I STRJCTIONS. W6MATIBLC. 6EALANTB MAY REACT ADVERSELY IF NOT COMP WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 MMwwabdtTSlgngroup.Com AA NY: 0003325, Ail k 9 C a;is is C is N 19 SVHDIV. & LflT: ABBOTT PARK LOT #11 BLK. #9 PROJECT# 04181.000-11091 MODELA 4EBB )N1828-CALI" GARAGE 91RNG: LEFT PAGE: WALL ASSEMBLY DETAILS 16 MPH EXP. C 11 DA7 E: 6/14/21 SCALE: 1/4"=1'-0" 8FIEET WA5 \\\ NOTE NOTCH FOR 2X6 \� SUB BAND ONLY 11 ®ELEVATION 2x6 SUB -BAND W/I'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1\\ DRIP EDGE I\ 1/8' TEXTURED i \ FINISH m WOOD I \\ 2X& sue BAND 1/2' TEXTURED \ "� FINISH A CMU ) \\ METAL FASCIA \ WRAP Ye' FROM \ STUCCO, I' FROM \ WOOD WALL \\ EXTERIOR WALL \ (FRAME OR CMU) \\ \ ©PLAN B 1—ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) -1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH .WOOD SHEATHING OR CMU WRB LAYER 7, STUCCO WRAP(FRAME ONLY) WRB LAYER 92, FORTIRBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT \ \ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH a CMU \\ 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ©PLAN A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' - V' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WA'x4' NOTCH *END TAL FASCIA WRAP P EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL X X X X X X x X X X X J 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 xx x x l7��x ' C SUB BAND DETAIL® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1�'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ROOF CEMENT +e ROOF EDGE OMITTED FOR CLARITY kmE OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA $: 0003325 V H w f O 2 L i BVHDIV. & LOT ABBOTT PARK LOT #11 BLK. #9 PROJECT* 04181.000-11091 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %1644PH EA C oo 1l aA NO SCALE: 1/4"=1'-0" MET dd /� 6 H w f O 2 L i BVHDIV. & LOT ABBOTT PARK LOT #11 BLK. #9 PROJECT* 04181.000-11091 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %1644PH EA C oo 1l aA NO SCALE: 1/4"=1'-0" MET dd /� 6 FOUNDATION NOTES E an'n„ 28'41" 3-4„ 15'-10" 9�$�� 0,_8.� ,4,. X-6" 36'-2" 0'-0" TAD ro FM-12X12 FM-12X18 1 ml 4" CONC. SLAB wtz N `\\ F-24X24 a I 1.0" $ 3 1/2" n I \ 10 I \ EXTEND FM-12X18 \` , 4" PVC SLAB 1 1/2" ,A I CHASE to 1 VIA I I I, \\ - � - TOP OF SLAB I IX \ \ `o` I I d 1A I i LI 1., I lV *-51/2" 4" 17'-8" 2'-&' 3 0 5 I� 9 IN L I� I SIM, EXTEND 1 2 to SLAB 1 1/2" 1.1 1.1 LL FM-12X18 4" CONC.) SLAB — ;O w 3'_5" / I� rya-31/J SWAM. 51/' +-7 1/2" 2 6 1.1IA R 1.1 1.1 1 1A 1 FMC-12X18 — FM-12X18 FMC-12X18 F L 1.1 1.1 FM-12X18 — 1.1 J b 4 4 2'-8" 16'-0" T-8" T-10" 10'-2" 4'-4" 14'-0" 21'1" 39'-8" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, EIINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/60246, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WTH 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 } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6.6 W1.4xW1.4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10' FM-1202 12" CONTINUOUS 12" - (2) #I5's FM-12x18 12, CONTINUOUS 18" - (2)#5's - (+)0'-0" FMA6x18 16" CONTINUOUS 18' - (7's (+)O"-0" FMC-12x18 1T' CONTINUOUS IS, - O 's VARIES F-2424 24" 24" e s (-)0"-4" FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 A 04 F1ZSxp� 03 D a -SUHDIV. ac LOT" ABBOTT PARK LOT #11 BLK. #9 4EBB "1828-CALI" LEFT PAGE: FOUNDATION PLAN SCALE: 1/4-=1'-0" SHEET S1 3� MIN. EACH WAY MONOLITHIC FOOTING }}z STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND g ,-, _I CELL SEE PLAN FOR SIZE AND c P > SPACING REQUIREMENTS g SPACING REQUIREMENTS . o GARAGE DOOR . ..'S RECESS aI6,r • FM 1 o CMU WALL e" e"CMU WALL , .I CORNER BARS, SAME SIZE AS LARGER BAR I � B' 0-0' IN FOUNDATION WITH 30' LEG EACH -B '� - TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... •I SO THAT THE STEEL REINF. IS CONTINUOUS v TOP OF SLAB Ij MATCH AMOUNT OF CONTINUOUS BARS CURB FOR ` SEE SLAB SCHEDULE ° BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4"CHAMFER (1STORY) #3 16' - VARIESIf SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB CHAMFER(iSTORY)JOINT 7AN CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE N MASONRY UNITS SET - �=p. AT ELEV: W/ 1/2' ISOLATION 6" CHAMFER (2-STORY) (WHERE • • #4 24" W/ 1/2"ISOLATION CHAMFER (2570RY)���APPLICABLE) SEE SCHEDULE #5 30' JOINT (WHERE APPLICABE) E SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WhD, BAR SIZE AND BAR QUANTITY #6 35' WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY >v NUMBER OF BARS Oe.2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 n GARAGE SCALE 34"=1'-0' CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. g POURED CELL B" CMU LAP TOP PLATE A MIN. OF 48" g AND NAIL W/ 16d COMMON u� 04 REBAR @24" O.C. CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT $ SLAB LAP TO OCCUR OVER STUD OF WALL PLAN i� i 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING I WALL W! SYP I' 2' CAPPED w NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ GALVANIZED PIPE 5. SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2'W' WEDGE ANCHOR W/ 2' W/FLANGE 0 BASE a °- I EPDXY. MIN. EMBED 5 TO BE PT. PROVIDE OBL. TOP WA SHER SET IN HIGH STRENGTH 8", LINO PLATE EPDXY 5-10EMBED. MIN. @16"OC 4 FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. 4" CONIC., REINF. W/ n SPECIFICATIONS FOR s I BTM AND TOP PLATE M 6"x6" #10 WWM ON 7 6-MIL POLY ETHYLENE SECURE FLANGE TO USE AND i1 PREPARATION OF ANCHORS W/ 10d x 1 W" u VAPOR BARRIER ON SLAB W/(4) 1/4" X 2 1/4" w g 4�' 4 HOLE. COMMON NAILS FILL ALL HOLES, DO NOT USE 10d a WELL -COMPACTED TAPCONS x 3" SLAB SCHEDULE CLEAN FILL TERMITE } TREATMENT SHALL BE ° BORA-CARE a fl;l:t +- 0 S� Qy R' TOP O OF SLAB (2) CONT. #4 REBAR 4" CHAMFER (1STORY) f 6" CHAMFER (2-STORY)(2) #5 REBAR ON CHAIRS 12' MIN. DEPTH INTO z 2,000 PSF VIRGIN SOIL OR 95% VIRGIN OR ENGINEERED SOIL COMPACTED SOIL in U EQ. E0. SEE SCHEDULE FOR -D, BAR SIZE SLAB HEIGHT LESS THAN 3'8" PER PLAN 5 BOLLARD ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP SQALE:34"=,'.o" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 6 7 / FOOTING W/ BLOCK WALL SCALE 34"=1'-0" SCALE' 8/4"=T-0" (W/ UPLIFT) 1A SCALE: 3/4"=1' 0' LAP TOP PLATE A MIN. OF 48"-----.�� AND NAIL W/ COMMON VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' NAILS, 2-ROWS,S, 4" O/C BTM. OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 214 OR 216 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO PLANS FOR SPACING. SINGLE SECURE BTPLATE TO SLAB W/10d MASONRY BTM. PLATE TO BE PT. . PROVIDE DBL. TOP PLATE SLAB WMASONRY NAIL NAIL 16" O/C STAGGERED. 16" O!C STAGGERED. GGERED. u ADDITIONAL METAL ADDITIONAL METAL y CONNECTORS NOT CONNECTORS NOT 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT. i POURED LINTEL CONT. (TYP.) 8"CMU FILLED CELL (TYP.) 6 TOP OF RI AS SEE SLAB SCHEDULE SEE SLAB SCHEDULE ,I 2X WALL FRAMING SEE SLAB SCHEDULE 1/Z' DIA SIMPSON STS2 BOLTS 5" TOP OF SLAB _�\ + 0'-0" i o "ISOLATED" MINIMUM EMBEDMENT INTO ° TOP OF SLAB a'CENTERED COLUMN PAD UNDER WALL AND GROUTED CELL, 4" FROM ENDS AND 16' O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH ZEQ,E. FOUNDATION AND SLABSEE SEE SCHEDULE SCHEDULE FORWdD, BARSIZE FOR MD, BAR SIZE . AND BAR QUANTITY SEE SCHEDULE AND BAR QUANTITY ,AL FOR. BAR 'SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION = SCALE: 3f4"=,'-O" (NO UPLIFT) 9 SCALE: 3/4"=T4' (NO UPLIFT) 10 Ii N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a auDD:v. & Lr 7 ABBOTT PARK LOT #11 BLK. #9 PROJECT# 04181.000-11091 MODELS 4EBB °1828—CALL" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH E C 44 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774$078 FAX 407-7744078 www.abd_ gngroup.com AA #: 0003325 a F aUSDIV. & LOT: ABBOTT PARK LOT #11 BLK. #9 PROJECT* 04181.000-11091 MODEU 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: DOWEL PLAN 160 MPH E C DOWEL PLAN SCALE: 1/4" - V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ la, HOOK GROUTED BOND BEAM 3 CLEAN OUT REQUIRED FOR INSPECTION FIN. FLR. n + TIE ERTICAL REBAR TO HORIZONTAL 4, REBAR W/19 HOOK BAR SIZE 48 BAR DIA. #3 18' h #4 24" #6 30" #6 36" #7 42' HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-(Y' EXT. PORCH SLAB W/ 1/Z' ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING i STEEL REINFORCING IN GROUTED B CELL SEE PLAN FOR SIZE AND i.5 SPACING REQUIREMENTS mU �N 8"CMU WALL - 0'-a• TOP OF SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY ) Ip 18" 6" CHAMFER(2STORY) c�i • #4 1 24" i MATCH STEEL #S 1 30' f REINFORCEMENT, N I PER SCHEDULE SEE SCHEDULE FOR BAR SIZE BA AND BARR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-0" NG REINFORCEMENT PER SCHEDULE CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS PAI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.Gom AA #: 0003325 b O a C C C i r W E Q sul3z)m ee IAT ABBOTT PARK LOT #11 BLK. #9 PROJECT# 04181.000-11091 MODEla 4EBB "1828-CALI" GARAGE OWING: LEFT I16 AGE: DETAILS 0 MPH FA C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 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/ 1 Dd 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. BEAM SCHEDULE OZZMM 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 PO (psi) SIZE WS(H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ---------- --a-----------J 8F16 MIN.-lT/OWlB 17'-4" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB L----------'----------- LIFT BEAM PLAN SCALE: 1/4" = V-0" d N.RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA is 0003326 a F —LL auBDIV. as Le ABBOTT PARK LOT #11 BLK. #9 PROJECT# 04181.000-11091 MODE]w 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH C mm D � 8/14/21 aCAL.E: 1/4"=1'- O" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PL PLACE STEEL HEIGHT. ACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING pPREINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND r �NotO / AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#6 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8'k16" b p� 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 1a15 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. a �� 6. UNO COMPOSITE MASONRY BEAM 15 TO BE NOT LESS THAN 16" DEEP. 1441 N. RONALD REAGAN BLVD. VERTICAL REBAR W/ 10" HOOK p0�� ez16 DBL. BOND TOP OF LONGWOOD, FL 32760 pPE PH: 407-774-6078 BEAM W/ (1) #5 BAR BOND BEAM FAX. 407 774-0078 EACH COURSE • / VA W.abdeslgngroup.com 8x8 BOND BEAM TOP OF AA S: 0003325 • Etas W/(1)#5 BAR •i: BOND BEAM OQ F FILLED W/ GROUT 30" TYPICAL '(�OQ U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 /(// 16-1 T/1 /— Sx8 PRE -CAST CONCRETE 1 V NOMINAL—� 0 1/ LINTEL OF BAR BAR WIDTH LENGTH OF BAR =WIDTH OF MASONRY HEIGHT # OF #5'S, TOP OPENING -2" BEAM DESIGNATION CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR r� REINFORCING THAT XFXX- IT/ iM/OB INDICATES A DOUBLE BOND BEAM #OF#S'S, BOTTOM 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-O" OF BOND BEAM 1 AND XFXX-1T/OMIOB INDICATES ASINGLE BONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER SCALE: 374"=1'-0' IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX -1T/1 M/DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- IT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2z4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW —IV SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" - EMBEDMENT W dd Q I� Q 6 � C — PRE -CAST .3 1M" 2x6 (MIN 2 X 3) 2-3/16 TAPCON a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4")6' SLOPE FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" EMBEDMENT ta 2X8 (MIN 2X 3)2-3116 W TAPCON OR DRIVE PIN (MIN t� SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING O 1/4") IT'FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114' MIN. 2-12d PER BILK. EA. END EMBEDMENT 7116" TYPICAL MASONRY WINDOW WSHEATHING AL CMUWALL W n SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 5 r SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 11PROJICCT# MO. Ae LoTBBOTT PARK LOT #11 BLK. #9 04181.000-11091 MODE14 4EBB "1828-CALI" GARAGE 81IING: LEFT PAGE: DETAILS 16 MPH YV. C PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE BOND. BEAM OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0" DATE* 6/14/21 SCAM: 1/4"=1'-0" almmT s2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 9U8 819-0B 16.1T 1T 4.1T/0B 8-1T/OB 1Troe TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH ere-tr 8/16-tr enalr en4-1r ert&1r er32-1r 8/&18 16-IT/1 1T/1 1rHe 1TNB -1T/1 w2-r Bile-2r Brm-2r Bn4.2r Bne-2r Bro2-2T 6 3'" PRECAST 1438 952 3114 4217 5321 6426 7631 3' 6" PRECAST 689 1024 3' 8" PRECAST 1569 3524 4394 5263 0132 7001 2485 8113 8385 7708 8097 10000 1568 3524 4394 8283 8132 7001 C-0" PRECAST 1065 700 2305 3125 3948 4765 `5687 4'-0' PRECAST 514 763 4'-0" PRECAST 1303 3060 3815 4570 5325 8079 1961 6113 7192 6624 7827 8751 1363 3D80 3815 4570 5325 8079 4'$" PRECAST 819 633 177D 24DO 3033 3866 4300 4'$' PRECAST 398 591 4'$' PRECAST 12D7 2582 3375 4043 4711 5379 1825 5743 7547 6752 6541 7585 1207 2707 3375 4043 4711 5379 5'-4' PRECAST 931 1247 1999 250D 3123 3686 4240 5'-4" PRECAST 411 411 6-4' PRECAST 1016 1806 2374 2B44 3513 4084 1319 4460 7196 7342 5780 6259 1016 2278 2836 3399 3961 4084 5'-10' PRECAST 817 1024 1831 2090 2549 3009 3470 5'-10' PRECAST 340 339 5'-10' PRECAST 909 1499 1971 2443 2915 3387 1161 3893 5877 em e548 5776 929 20M 2593 3107 36M 4133 V-6' PRECAST 692 1139 3227 3031 37D7 4383 5061 6'-6" PRECAST 410 721 61-6" PRECAST 835 1201 1678 1955 2332 2709 1139 3227 46M 7064 10000 8825 835 IBM 2329 2790 3251 3712 7'-W PRECAST 570 936 2498 =5 2698 3191 3685 7'�" PRECAST 303 534 7'$" PRECAST 718 900 1181 1452 1743 2025 93e 2498 3406 4864 7067 0472 727 1624 2025 2426 2e27 3228 74' PRECAST 428 03 1593 2204 2481 zeta 2821 W-4- PRECAST 192 384 9'4" PRECAST 454 586 767 we 1129 1310 639 1674 2296 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-0' PRECAST 388 487 1247 1757 19D4 2163 2028 10'$' PRECAST 151 301 10' 6' PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 t763 1710 1989 11'�1' PRECAST 330 544 1312 1742 2252 2868 3630 11'r3' PRECAST 132 417 11'�4' PRECAST 430 406 530 853 777 872 544 1312 1742 2252 2888 3552 468 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 200 2586 3191 17-0" PRECAST 111 370 12'-0" PRECAST 383 306 476 587 698 783 507 1210 1598 2048 2588 9171 440 940 1300 1580 1314 1478 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 464 675 845 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 lens 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 270 278 380 443 526 609 990 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14' 6" PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'-0" PRESTRESSED 239 422 508 028 748 865 458 1079 1420 1824 2277 2712 248 on 980 1237 1474 1715 1514" PRESTRESSED N.R. NR NR NR NR NR NR 16 4" PRESTRESSED N.R. 252 15'-4' PRESTRESSED 224 387 464 574 Bea 793 412 1014 1340 1703 2118 2513 230 818 908 1134 1353 1572 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. /T-4" PRESTRESSED 187 326 365 451 587 No 300 ON 1121 1413 17M Z47 192 508 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'�4" PRESTRESSED N.R. E148 17-4" PRESTRESSED 162 206 348 430 613 595 235 736 959 1200 1467 1716 lee 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 lies 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR -0. PRESTRESSED N.R. 116 0" PRESTRESSED 137 226 290 359 428 497 185 560 784 992 1203 1381 137 358 613 e69 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR45—D NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 360 418 sea B24 1014 tta7 124 319 1 455 1 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 SUN 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 tI 8 c R a a�l�s Hil I sunDm & WT: ABBOTT PARK LOT #11 BLK. #9 PROJECT* 04181.000-11091 MODEL.• 4EBB "1828—CALI" GARAGE BNIN LEFT PAGE: SAFE LOAD TABLES 16 H A C VIA DA 8/14/21 t9CAtL,E: 1/4"=1'— 0" 191NIEET S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ tOd x, 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 LSS 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 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 18d COMMON NAILS 8 SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJi s EJ7 c CJ3 = n u n n„ nI' up p l�I� n n u n n I 1C n n ,I A q tl A41 ACH 4II0" LONG 2x SCAB TO p 1 u r CJ5 c „ II • „ „ TRUSS W/ 10d NAILS 0 6" O.C. n II n n N (4" FROM EA. END)A N I r N II '"7"—,=e , see®ss2 z�s I 1 6 I �saaaaz Asa#�s s I I �sss:s�s�s=�=szsssss�a I I I I I �=aoza�x :sssxss azzzeam�a�z�sa®�sz:sssszoer�a I I I �JAxx®xa=xxxx>ax� =x I I I I ATTIC I t,L _ s _ sCCCESS = x xsxa a I I I - a, ra®a =�■x� 47-xa�x � 9! AA 1 a15 ®s. _.:_.�>�;s�s4•®.mat==—#x FRAMING PLAN SCALE: 1/4"- V-0" CJ1 CJ3 CJ5 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 A b �+ a Sv80Iv ae IAT: ABBOTT PARK LOT #11 BLK. #9 PROJECT* 04181.000-11091 MODEL• 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 APH E C mm DATE: RINT 8/14/21 SCALE: 1/4"=1'-0" SHEET S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE a 24" O/C, SUBMIT SHOP "ROOFNJALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 10tl x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFMALL/FLOOR HTSM20 W/10) TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITeENGINEERED TRUSS WITH NOTE: A PT SYP #2 2" x 4", 1/ "x TRUSS AND (4) 1/4" x 2 1/4" SHEATHING (12) 16d x 1 J" NAILS TO TRUSSFASTENER (9) 10tl x 1 J" NAILS TO 6, B" z 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO 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 J" NAILS TO GIRDER AND6", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORSW/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT CONNECTOR TIEDOWN REQUIREMENTS. OPPOSITE FACES OF BLOCK WALL W/10 10d TO WITH (12) 16d x 3 J' NAILS TO GIRDERO/C TO FACILITATE ONE TRUSS AND (4)1/4" x 2 1/4" ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BONG BEAM lx2, 2x WOOD FASCIAACCOMMODATE TRUSS WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURALANCHOR REQUIREMENTS. "x 2S TO GIRDER 2x SECURED W/ (3)16d 3{1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. WOOD S'TITEN HD TO CMU AND (18) SDS 3"x lx2 SECURED W/ 10d 4" O/0, GALV. COMMON NAILS DRAWINGS 1x2. 2x WOOD FASCIA SEE ARCHITECTURAL :2.,x 3"TO GIRDER 17'O/C 2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH L GALV. COMMON NAILS. (2) J' x 671TEN HD TO CMU AND (18) SDS }" x 3" 1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O!C SEE SCHEDULE SOLID, 9'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, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN,) 2" COVER & 2' APART C ALLOWABLE UPLIFT = U:2705 LEIS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR la lb 1c TYPICAL ROOF GIRDER CONNECTORS) SCALE' /4"=1'-°" 2a 2b 2c GIRDER CONNECTOR(S) 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN LSTA1220 GAUGE BRACE W/ (3) 12d EA. TRUSSES WHERE W/ 10dxl/2 HOG NAILS TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING EACH END. TOTAL OF 10 SEAMS) 0'-0" TO 30'-0" (1) "W BRACE FLOOR 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER 6'U^ MAX (WAX4) (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. OR 1d-0" MAX (W12X4) (2) "X"BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' * FROM CENTER TO END. HER SET IN HIGH 1. 2z WOOD FASCIA, PER ELEVATION 'YFlx4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC PRE�NG FLOOR TRUSS BTM. CHORD MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 5/8" GYPSUM BOARD OR 1/2" HIGH BRACING, SEE P.T. PLATE W/ 12d's 8" STRENGTH Cl-G. BOARD _ `� PLAN FOR LOCATION MAY NOT BE STIFFBACK (AS PER AX SECURE TRUSS TO TOP PLATE w/ (2) u H h REQUIRED TRUSS ENG) COONTA 2x4 SECURED W/ 2 4 C NT.10d.- 16d TOENAILS EACH TRUSS TO BE INSTALLED (� DOUBLE TOP PLATE 5/8" A.B. WITH BTM. CHORD OF 10'-0" O.C. MAX. BEDMENT WOOD ROOF TRUSSES (18) 16d x 2x4 OR 2z6 WOOD BEARING LS TO POST.WALL W/ SYP No 2 STUDS SEE ITDRETPLANS IL& SEE SCHEDULE FOR FOR SPACING. SINGLE BOND BEAM REQ. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING . a. 1/2" GYP. WL. BO. 11 BTM. CHORD BRACING 6-0" O!C END WALL OR OTHER MAX., OR 2a4 BTM, CHORD BRACING END TYPE CONDITION, IF 0 n 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 GIRDER/WOOD POST CONNECTIONS SCALE: 3/4'=1'-0' 1 SCALE: 3/4"=1'-0" PRE-ENG D TRUSS �. FLOOR TRUSS CONNECTION @ L.B.W. (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4°D 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 (Ft AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. BTM, HOLE DIAMETER PLATE < 3/5'0 DBL. STUD ALTERNATE MATERIALS STUD NOTCHING AND LIMITS BORING LIMITS SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407474-4078 www.abdesigngroup.com L AA #: 0003325 A 114 � r S F 4 mmil SV$DIV. & LoT: ABBOTT PARK LOT #11 BLK. #9 PROJECTop 04181.000-11091 MODEU 4EBB "1828—CALI" GARAGE gVnNG: LEFT PAGE: DETAILS 160 MPH ENM C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X43RACING IS PRESENT AT BRACE W/ (3) 12d ® EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'4" 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 2x FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOAWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16tl ZENGINEEREDWOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED W/ 1Gd SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE ABLE END PRE-ENG'D TRUSS � W/ HIP RETURN SCALE:3/4"=1'-0" VTCR SPACING (1) AT EA AND B'-0" 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 O OD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) PRE-ENG'D WOOD O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BILK W/TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's WO C. MAX CONC. POURED LINTEL COURSE CONT, 2x4 SECURED W/ (2)10d's ® EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG o GABLE TRUSS @ CMU WALL V SCALE: 3/4"=1' 0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdesigngroup.com AA #: 0003326 94 94 V #ph 64 mm aUBary ac LOT: ABBOTT PARK LOT #11 BLK. #9 PROJECT# 04181.000-11091 MODEL: 4EBB "1828—CALI" GARAGE gVnNG: LEFT PAGE: DETAILS 160 MPH E . C IR GABLE ENO ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (82.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37STRUCTURAL SHEATHING EXP 1 (40420), FOR G CEMENT( IOUS TILE AND METAL ROOF( USE MIN. 02 T N i9/37' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2.4 BLOCKING ALL PANEL JOINTS W/ IN V OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA, TENSILE STIR. SHANK ASTM Tod RING SHANK, 21/2' 0131 F1667 SCREW HANK 170000 RING ( tE20 RINGS RSRS-03 8tl RING SHANK, 2 3!9' 0.113 F1667 SCREW SHANK PER INCH ) RSRS-01 81 RING SHANK, PNEUMATIC 2WS' 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND SO RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 1 Od NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 10d NAILS C4" O.C. ON EDGE AND 4" O.C. IN FIELD NO • ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 04" O.CIr . TOP & BOTTOM EDGES 0 B RAFTER OR TRUSS ROOF SHEATHING ■1♦mimm mmm =mW mmI, 11 I I " 11 111,111.111.111.111.1`- I U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADO'L DROPPED TRUSS 2,14 #2 SYP OUTLOOKER RAFTER W/ BLOCKING M 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 Tod RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING , #8 7' DECK SCREWS 0 6"-8" O.C. MAX EQGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YK 3/4" 1 &U SUB+LUUH ULUKINU GLULU I U ALL LXHUSLU MLMbt:H5 GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33W MAXIMUM AGGREGATE SIZE SHALL BE 3/4', STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE6%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314' ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 64AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF OA2 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPEND NG PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD-non-Sonculrent 10 psf BTM CHORD -non -concurrent DEAD LOAD DEADLOAD WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A1084/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED Y-0.00, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A815M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30' #7 BAR - 42' PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. 15 pSf TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 psf w/ ASPHALT SHINGLES) 5 p psf w/ No GVPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD 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 WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 2Dpef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fin = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-078 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM 0-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 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 SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOV46: 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 MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T d- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94MW OR MEASURING, MXING TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE 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 OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: 1-1 /2' FOR X6 AND SMALLER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1/2'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 36 W FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A50 0 IA500M GRADE B F =48 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE BTYPE E OR S FEY = Y 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.03e' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M GRADE A AND SHALL BE HOT -DIPPED GALVANZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALfLATE-CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88 1990 ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION S. TYPE SEALING RE- 1z2PTFURRING iO MASONRY I CON4 CASE-RCENEDCOIL B DC GPRAGE--A ONRY/OONC. 1I4'DA NO WASHER TAPWNMASONRY FASTENER 9"OTC (?EMBED.. I END q9T., 2'EWEDST. SODALEE DOORS CPNAL 9'O/C WINWWIWORIYCONDED DAM AGE DOOR BUCK ve^ OIA OR 18"C!CS -GA) 4"EMBED., 4- END DST., 1. Pt SEE NOTES 111ENEDGOIL NAIL, 1/Y'LOWG. 9TAWEREo INTO MA90NRYA'X1NC. TOMASONRY/OJNC. ,— wI WASHER E%PANSIgJ BOLT 24"OTC 0—A) 3"EDGE DST. vANDmv BUCK CASE KAR NED-L B'x wNDDW DO—I'ASTENED MEA STRAP TG CONTACT THIS ENGINEER FOR SPACING ,r Pf, SEE NOTES Hal „rr LONG. STAGGERED INTO MAsoNRYIWNc. MAsoNRVlco"G REQUIREMENTS EXT SING DOOR BUCK b PT, SEE NOTES (O M,e'gq NO WASHER "TAPCON FASTNER 1b' QC 11/2"EMBED, B"ENO. 019T., 1 1l2' EDGE q9T. NON-SEARINGWWO WgLL TO CONC.6LPB 1R" EXPANSION 24„ 4"EMBED. 4"ENO ABHER GIST.. 9" EWE q9T. L PT WINWW BUCK 61W°PW421Po' 9"QC PTTOSTEELOO SEE 9TAWEAEp EEDGE DSTTEI .1rs NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND Z. MEMBERS ARE SECURED W7 TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J i aul3mv. & LIT ABBOTT PARK LOT #11 BLK. #9 PROJECT# 04181.000-11091 MODELa 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS %160 MPH RV. C 1I mm DATE 8/14/21 aCAL.E: 1/4"=1'-0" S*EC T SN1 r w © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MA Oj STAPLES INSTALLED THRU SOFFIT AT NAII HEM AND IN VALLEY£ ® FAS( DETAIL A FASCIA 0 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) IA WOOD :D BY OTHERS 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL r 10 HEM AND IN VALLEYS BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER EMB. WOOD BATTEN STAPLES INSTALLED OFFIT 10 12" O.C. MAX (INTO 7OWOOD) IN J-CHANNEL J-CHANNEL 03 DETAIL B O SLOT MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR r2X2 WOOD BATTEN 10 1Od NAIL AT EACH STAPLES INSTALLED 7O TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, 7O STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS J" MAX. 4 b-- DETAIL D. O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS FFIT Q O SOFFIT-- "1 ® J-CHANNEL s" p A 11 r TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN SPAN 'L� SEE DETAIL'A'� SOFFIT- 1 SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL'D' OFFIT� SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFFIT INSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT ® �„ MAX. FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA ) BY OTHER INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 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. u C I /11 L ^ 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 Ni RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774�6078 FAX: 407-774-4078 ww W.ebdesigngrou p.com ` AA #: 0003326 J a o rq 9V81)IV de LOT: ABBOTT PARK LOT #11 BLK. #9 PROJECT# 04181.000-11091 MODELA 4EBB "1828-CALI" GARAGE 9MNG: LEFT PAGE: SOFFIT DETAILS 160 MPH QK C 1 ` JA NO 937MYF—pJ om DATE: 8/14/21 SCALE: 1/4"=1'-0" SHEET SDI I - Sr q r