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HomeMy WebLinkAbout7682 Wheat Stone Dr99 �3p �s uK Mr 40 � � 1 1828-4EBB-CAL19' 3501 RIGA BLVC), TAMPA, FL 33619 Tel= (813) 549-1967 Fax. (817) 302-3134 ALL W;JRK AL1, CC' jI �,�sa: F�1�11. CODE F',•„�MDA BUI `�I �eIG nor- 6 1 AA �^"a norII� IpO Fgwirr g/�g�. Qa� {�.e�i`y� l .ei3P-v E�..� �F�tp,��'g{Y��9JF� p,¢.��3 fl' r 7 s,, O U Lrid ._U 3 /a,"�@yy�+, �^p �n 4yw��^cP4.}° �'y REVIEW ; DATE" ► (1 DIY �'H, )P CLAN MI �3 I� � f • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES TAMPA NORTH DIVISION 3501 RIGA BLVD TAMPA, FL 33619 TEL: (813) 549-1967 FAX: (817) 302-3134 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •IWIUDA BURRING CODE, RESIDENTIAL, 6TH EDITION (2023) • ALL LOCAL AND STATE CODES •OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH •EXPOSURE - C .I -STORY RESIDENCE - .2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM, LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINECABINET ALT. ALTERNATE MFR MANUFACTURER AMY. AMPERAGE MIN. MINIMUM BD BOARD MT METAL THRESHOLD CL CENTERLINE MTD MOUNTED cA B. CABINET MTL. METAL CLG CEILING N.TS NOT TO SCALE CLR CLEAR G.C. ON CENTER CONC. CONCRETE PI., PROPERTY LINE CPT CARPET PB. PUSHBUTTON CT. CERAMIC TILE PH. PHONE D DRYER PUT- PLATE DBL DOUBLE PLYWD. PLYWOOD D.O. DUAL GLAZED PR. PAIR DA DIAMETER PT. RISER RECREATED DIM. DIMENSION R. RISER D1sP. DlsPosAL RAD, RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR DOOR REF REFRIGERATOR D.S. DOWNSPOUT RM ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER s.C. SOLID CORE F.XTDR EA, EACH S.D. SMOKE DETECTOR ELEV ELEVATION SH SINGLE HUNG EQ- EQUAL IT SHEET EXH. EXHAUST SHTGO, SHEATHING EXT. EXTERIOR SHWR. SHOWER G./FX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS sl,. SLIDING F1IT FINISH SL GL SLIDINGGLASS FUR. FLOOR STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FTC R. FOOTIN DOOR TEIVIa_ TFMraREDGLASs GA. GAUGE Tex THICK GAR. DISP. GARBAGE DISPOSAL TLC. TOYOFCURB G.F.I GROUND -FAULT CIRCUIT C.O.P. TOP OF PLATE INTERRUPTER TO TGPOFSLAB GL, GLASS TYP. TYPICAL GYP. ED. GYPSUM BOARD U.N_o. UNLESS NOTED HB. HOSE BIB OTHERWISE Hc. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HGT.OR}IT HEIGHT W/ WITH INSUL. INSULATION WD, WOOD TNT. INTERIOR WDW. WINDOW WIH WATER HEATER W.I. WROUGHTIRON DATE DESCRIPTION 0126/15 GD'S ISSUED ARCHITECTURAL SHEET DESCRIPTION 010SAB 2011 FBG UPDATE PG CI —COVER SHEET PG GN— GENERAL NOTES PG Al -FLOOR PLAN PG A2C—ELEVATION C PG E1-ELECTRICAL PLAN PG P1—PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2—WALL, ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILSF pG WA5-WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 01n6/19 CD'6RE-155UED 02/21/15 SIDING ELEVATIONS ADDED 0326As CD'SRE-ISSUED 04/19/IS FOOTING REV PER M. BOWES 06%11/Is CD'sRE-IMED 0203413 ADDED CUIRBLE66 FOOTER AT GARAGE DETAIL(FORT MYER5) 0222/I9 PLAN MAINTENANCE ID325/I9 REVISED LINTEL SIZE 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) 774-6078 Fax: (407) 774-4078 / l ! f /1 �(1 Q•1 1 ALll+ S S 71F1 CAL 04/24AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELE.7 041241E REVISED HVAC VOLUMES ON SOFT CALL SCHEDULE (MELB) LIVING 828 �JQ. FT. GARAGE 430 SQ, FT. ENTRY 16 5Q. FT. LANAI 88 SQ. FT. TOTAL 239,2 SQ. FT. 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER'DETAIL I2/SI.IA(ORL) 0621/113 ADDED LED LIGHTS 9 KITCHEN a BATH PER MARK BOWES 01/19/19 ADDED STONE OPTION ELEVATION C 1 D (TAMPA) 09/II/19 ELEVATION'G' SIDNJG-ADDED LOUVER a GABLE ROOF 1025/19 ADDED OPT.8'-0' CEILING HEIGHTS 01/0120 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS 04/0120 REVISE ENKAVENT RADON PLAN DIMENSIONS 04/0920 OPT. W-0' CLG. HGT: ADDED LED LIGHT IN FOYER 04/0920 OPT, B'-O' CLG. HOT. ELEVATION'C'- REVISED HEIGHT OF ARCHWAY ID5/062ID ADDED ELEVATIONS L' 'M' IORU STRUCTURAL SHEET # DESCRIPTION 01/15/20 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) PG Sl—FOUNDATION PLAN IT PG DETAILS PG 51.2—DOWEL PLAN PG 51.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLANT PG S3.1A-DETAILS PG S3.113-DETAILS PG SNI -DETAILS PG SD1-SOFFIT DETAILS PG SD2-SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS 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 WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'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 ONSTRUCTION BASED ON THE DRAWING SET. 01/0121 2020FBGUPDATE 03/0321 ADDED SOFFIT DETAILS 04262I ADDED ELEVATIONS'N' 4 'O' (ORL) 042121 ADDED STONE OPTION ELEVATION 'G' (MELBOURNE) 05/0121 ADDED ELEVATIONS'P' 4 V (OR) 05/19/21 ADDED DEN OFT. (TAMPA J FT MYERW 08/102I ADDED 20' FOOTER OPTION (TAMPA) I1/0221 ADD FRENCH DOOR OPTION 03/0822 ADD COURTYARD OPTION 03/0923 ADD PAVERS OPTION (TAMPA) 04/12/23 ADD RECESSED SHOUTER IN BATI4 M OPT, 01/003 2023 CODE UPDATE I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesign grou p.com AA #: 0003325 F w � Q Q m 4 p�p T a a 'p� Ann C nn d nn d Q q m v O sUBDIV. & LOT: 1411 ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT* 04181.003-40012 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET %160 MPH EXP. C SCALE: 1/4"= I' - O" SHEET cI I GENERAL, NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 8th EDITION, (2023). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 8TH EDITION (2023) UNO. 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 REPORTAND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2023 CHAPTER 3, SECTION R301.2.1.2. 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, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95 % MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. GARAGES AND CARPORTS 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 1. GARAGE DOOR DRAWING. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "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 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -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. 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TP11-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF WALL STUDS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION AND STRUCTURAL DETAILS. 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOF/WALLIFLOOR 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 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 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, 8" 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-C1063-18b & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-18b & 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. SIDING TO BE INSTALLED PER ASTM C1186 STANDARD SPECIFICATIONS FOR FLAT FIBER CEMENT SHEETS. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2023) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 10/10/23 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w � w � h Y > M po e e e 0 SUHDIV. 8e LOT• ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: GENERAL NOTES %160 MPH EXP. C ool ROLAND A ABOUCHACRA AR NO 93723 PRINT 02 19 24 DATE- / / SCALE: 1/4"=1'-O" SHEET N I B ,n e 3'-2" — — — — — — — — — — — j ROOM eLANAI 3'-10' 6'-2" I 6068 SGD. DINING FLAT ROOM HDR 2x8 V-0' GIs. AFF. I 1'-10" 4'- -- - - - - - - - - - ---�' b36 V. i �i W.I.C. ro 7I 8'-0' GIs. v I eEim"'IDN'j ---- -I ti IOPTi i `^� I '°IREFii c. v. I----- -- 3'_0" a 2'-8" - b24 ab36 IR-18H -S -� - --- I -- 7_g AI a mKrrcgI,N LAUNDRY 1512 ii 1X N PAN. FLAT ro RANGE HDR `--�' -it 2 0' �n V-O'CLG. 0 b36 _ - _ — O 4 i v 3-SH --- 0 _ N I- " c- ro !ITV u ro I11,_O" I v II FLAT S •' 0 ti I HDR m o�Fe 'I 6 fi` BEDROOM #3 N ? II II A.F. FAi- R A� b-01 a m iI° ? �ti /\� \_� ONp Z' BEDROOM #1 V-0' CLrs. _ C. V. Q BATH#1 r 36 °x60' BEDROOM #4 8'-0' G.G. e Wu = ?s I I F - ° - o FLAT II /� A7TIG I I ATTIC LAV. HDR m I @ (�) L -ACCESS_ U - ?�q AF.F. I a� BOLLARD �N BATH#2 I I ro AS REa. V-0' CLCZ i I S PER BLDG. CODE GARAGE - - FOYER BEDROOM #2 Ni ro V-0, a' 3068 8,-0, G.C. h@ 5 1/2' 1/2" ENTRY � co 9 8'•0' GIx ry;b (2) 3052-SH 100. v m _— ARCH EGRESS •: 16'-0'Xl'-O'O.ND. L. 44 � FLOOR PLAN SCALE: 1/4' = 1'-0' B EXTERIOR MASONRY WALL BRG. HEIGHTS 8' 0 10'-0" ERG. 10 SQ.FT. CALC.'S LIVING 1828 50. FT. GARAGE 430 SQ. FT. ENTRY 16 50. FT. LANAI 88 50. FT, TOTAL 2362 EQ. FT. COMPONENT AND CLADDING WIND LOADS BASIC WIND EMIOM FOR 3 SECOND GUSTS OPENINGS AND TYPE SWARE FOOTAGE ZONE ISO MPH WIND (Null) RBAM MIN. WINDOW 10 5 33.6/-44.9 CRITERIA EXTERIOR 5WING 20 5 32.1/-41.9 DR MIN. CRITERIA S.C.D. / FRDR 41 5 30.5/-38.8 MIN. CRITERIA 1(0olo O.H.D. 112 5 i28.1/-3L5 12'xl2' SOFFIT I 5 33.6/-44.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2023) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATES 09/T4/23 r DEL. TOP PLATE ABAR DETAIL B HDRZ DTL. SCALE: I/2"=1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/5" (35 MM) THICK, OR 20-MINU7E FIRE -RATED DOORS. F 14 K � � o _ m 0 IL SUBDIV. Ate LOTABBOTT PARK OT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C / 1 1 ' A ITlE STAT F O DA ROL ABWACRA AR NO 93723 PRINT I . DATE 02/19/24 SCALE: 1 /4"=1'- 0' SHEET Al 11 - SHINGLE ROOF DECORATIVE FOAM DRAIN TILES &' RAISED BAND (TYP.) 5'-0' BRG. HGT. ID„ 16'X60' FYPON DECORATIVE SHUTTERS OR 1415 EQUIVALENT A3 TYP, 4' RAISED BAND (TYP-) —', 0'-0" FIN, FLR.t EQUAL EQUAL EQUAL EQUAL TO CONTROL JOIN TO CONTROL JOIN TO CONTROL JOINT TO CONTROL JOINT h «/-15'-4' BLDG, HGT, _ — _ — _ — _ �Y S 4' FRIEZE BAND AREA DFATTIC M]QFI. NET FREE VENTILATION AREA REQUIR ED 1/30R FLOUT RED VENTILATION AREA = 2364 /3W VENTILATION AREA X S Q I NCHES PER FT. (144) = 1134.72 SQ, IN, MIN, REQUIRED VEN71A71 ON = .5X 1134. 72 IN UPPER PORTION OF ATTIC - 567.36 SO. IN. OFF RIDGEVENTILATIONAREA = 115 SO. IN. PER VENT 517.36 /115 TOTAL N OF V ENTS REQUI RED = 4.93357 TOTAL a OF VENTS P R OV I DED = 5 'AREA OFA71 CIS THE PERIM17ER OF THE HOUSE, LES STHE OVERHANG OFF RIDGE VENT EXTER 10R OF WALL TO EXTE RI OR OF WALL NO OV ERHANGS INCLUDED WA2 �A� wA2 - ��—wAL 8'-O" ERG. HGT. -- ---------- S'-0" BRG. HGT. - h5'_O OFT. COACH LIGHT TYp. - I I45 ❑ ❑ ❑ ❑ UA c0 iq � A3 A3 - 9 TYP. ro m E r WA2 I k' II S O'-O° FIN. FLR. RAISED STUCCO BAND ---'-- - - '-- -- -- - - 0'-O" FIN. FLR. ------ PER COMMUNITY SPECS. (TYP.) --- - oO 0 FRONT ELEVATION REAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING 45 PER FBCR R103.4 SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 6� D" BRG. HGT. ro ro R415ED STUGGO BAND p DECO. D T L . PER COMMUNITY SPECS. -0" FIN. FLRTYII . - ----------------- -------------- — - — - — - FLR. LEFT ELEVATION SCALE: 1/4 : 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-O' ERG. HGT., 8'-O' BRG. HGT fl m° RAISED STUCCO BAND PER COMMUNITY 51=ECS. TYP.) fl'-fl" FIN. FLRti - �fl'-0" FIN. FLR. RIB T ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd e s ig n g ro u p xo nn AA #: 0003325 w h a � Q m O¢ a U Q aQ Q. INw q 3UBDIV. & LOT- ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELEVATION "C" 160 MPH EXP. C ROL%t� AB6U&ACRA III AR NO 93723 , DATE: 02/19/24 SCALE: 1/4"=1'-0" SHEET A2 C ELECTRICAL LEr:;END SYMBOL DEFINITION NOTES —}—{ 125V OUTLET 20 AMP 5114,LE POLE 110V OUTLET 110V OUTLET U2 OF OUTLET WIRED TO WITCH 110VOUTLET J�GD ILI EOUIFEDGFI NT.-PTEPITMPEP FIEsISTANT TYPE) 220V OUTLET (4)WIRE CONNECTION WP EXT. T GPI CUTLEATERPROOF NTRERRUDPTER SWITCH SWITCH 3-WAT OFFER W4 SWITCH 4-WAY OPER WALL MOUNTED v LIGHT CEILING LIGHT OL LED GLG LIGHT LED VAPOR © Vf- PROOF LIGHT O Al VAPOR PROOF LIGH ORECE66ED CAN VENT. FAN I CFM PER 5Q. FT. VENT, FAN WA.JGHT I CFM PER 5Q, FT, VANITY LIGHT FIXFUIQE MI lSPBY BUILDER' BUILDER)ER' 0 PANEL OWN METER BATT. BACK-UP S.D. SMOKE DETECTOR w/ H4rnw1RE $/CO CARBON MONOxI '61`1 E DETECTOR GATT BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT I ✓ NATURAL GA$ CUTLET ► TELEPHONE JACK WATER HEATER IGNITION 90URCE E!E ELEVATED DISCONNECT I AIR CONDITIONING _11TO AHD V UN.O. A/D DfSCONNECT SEE THIS SHEET TV TELEVISION JACK CEILING BOX R=QUIRE OJ_wx TO BE 5UPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING Box REWIRE CEILING FAN/SIGHT TO BE SUPPORTED IN ACCORDANCE w/ BOX MARLED 45 SUCH FOR INSPECTION nnnn 24' INCANDESCENT LIGHT STRIP onnnnn %' INCANDESCENT LIGHT STRIP nn nnnnnn 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT PB. FUSH-BUTTON FOR CHIMES ~ USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS < FANS TO BE VERIFIED s HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 < 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • DI5HWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT • LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PER50NNEL ON FEEDERS. • WIRING METHOD SHALL BE NON METALLIC CABLE. • THE RECEPTACLE FOR 4 BUILT-IN DISHWASHER SHALL BE LOCATED IN THE SPACE ADJACENT TO THE SPACE OCCUPIED BY THE DISHWASHER WHERE THE FLEXIBLE CORD PASSES THROUGH 4N OPENING, IT SHALL BE PROTECTED FROM DAMAGE BY A BUSHING, GROMET, OR OTHER APPROVED MEANS. • SURGE PROTECTION- ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE PROVIDED WITH A SURGE PROTECTION DEVICE (5PD). F • CNE OR MORE 120-VOLT, 20-AI•iPEIiE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM/5) RECEPTACLE OUTLETIS) REQUIRED AND ANY COUNTERTO AND SIMILAR WORK SURFACE RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. • AT LEAST ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY RECEPTACLE OUTLETS REQUIRED FOR AG ATTACHED GARAGES AND IN DETACHED GARAGES WITH ELECTRIC POWER THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. (COND) GFI� / 'E-1 LANAI _ CEILING — MTD, uGHr LIVING ROOM I, TO BE "PRE -WIRED - INSTALLED, CLG FAN I' ­Q PROVIDE \ '- - PRE -WIRED BDRM'#I J-BOX FOR 3{ OPP T. FAN \\ CGFI '` GLG FAN / i I, II / PRE -WIRED DINING / cLG FAN I ROOM I. \ GFI GFI (2) OUTLETS SWITCH IN ------ _ ' STACKED CABINET — — — �I / IL L GFI _ _ _ I BATH 01 GFI L-- -L - --- -� ' I /'' GPI W.LC J OPTI Q _ i1 X i\ OUTLET REF . I FOR 51NKDLU —_ \� KITCHEN/ vP H—� GFI GFI GFI III \\ RANGE j f' BDRM. 4 HOOD WIRE W/ �\ III _ �,� it OUTLET FOR -� U 1 II. �� FUTURE MICRO 5/CO PRE -WIRED BDRM. 3 H — cLG FAN PRE -WIRED \\I SD. III 4 GLG FAN .YIN R OR AFF W T I — GE O i / I H G =T. 1 I� L I DOOR \\\"I LBOLLARD — As REQ, // -- II BATH # MOUNTED �-- bJALL MOU PER BLDG. CODE 2 v� iS�O vI vv LIGHT W/SWITCH IN ATTIC GLG. O� I KETLESS OUTLET BDRM #2 /1 FIXTURE METER Z� I FIELDFI — \ L FOYER a LOC. IRRIGATION - OUTLET m ;j—ENTRY 46• A.F.F. GFI J' I ' �i GARAGE L1 PCRLEG FAND ------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = P-O' _ 1 LED LIGHTING C SINGLE LAV. BATH "2 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 8TH EDITION (2023) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHNRHIUN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, t20/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CU) IN I-V2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 4/0 ALIAMINUM (AL) IN 2" CIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. fill I L ° I I I I � I I I I L° I I\ / LED LIGHTING C DOUBLE LAV. BATH -1 PROVIDE 3-2/0 DU, THWIN . P5 CU IN 2' CONDUIT OR 3 '4/0 AL, TPUN . IY CU IN 2' CONDUIT OR 2/0 AL. SER (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHAN .) COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN PHASE NEMA 3R ENCLOSURE MLO PANEL 50A MOB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE y SERVICE ENTRANCE EQUIPMENT EWIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 14 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 8TH EDITION (2023) 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F m � C Q � � � Q Q O Q o 0 0 0 0 F Z � � SVHDIV. & LOT: ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C PRINT 19 02 24 DATE- / / SCALE: 1/4"=1'-O" SHEET II�1 J� I 1 M1 II 4 ^ 2' VTR e- VTR KITCHEN SINK W/ AUTO VENT 2• I vz' 1/2��Fxil � I 11/2'-it W � �21�-I 1/2' 2 C TUB I 2 LAV 3' 21' 1/2' I LAV i 3 WC 3• 3' 11/2SHUJR 2• 2' WASHER 2 TO LAIN PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 = I'-m' h Q m 2�i ZZ V O � F a e w w 24 LL o o a� 0 0 a o a� fl m e 0 Suinxiv. & LOT• ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C n�T 02/19/24 SCALE:1/4"=1'-0" SHEET p1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG, REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LE55 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB a MASTIC. AND INSTALLED 45 PER FBC 8TH EDITION (2023) MECHANICAL BLDG. CODE SECTION 603. 3, ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLA55 I AIR DUCT AS PER NFPA 50A 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 45 PER FBC aTH EDITION (2023) MECHANICAL CODE SECTION 603 6, ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 8TH EDITION (2023) MECHANICAL CODE 603.I 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC aTH EDITION (2023) MECHANICAL CODE SECTION 403. a. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9, ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO 1"IFG. RECOMMENDATIONS AND FBC aTH EDITION (2023) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II, DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC CEILING Nam: ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL PLENUM .� y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY �, PVG 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 8TH EDITION (2023) MECHANICAL BLDG. CODE SECTION 3072.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE= 5UPPLY TRUNK — BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 6 LIGHT O/A OUTSIDE AIR (T THERM05TAT PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ l2)-3/I6'X2' TALI UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB •aXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA, OVER HEAD - 12' FROM STRUCTURE LANAI 14 NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION, 14XI4 14XI4 BDRM.#1 LIVING ROOM Li-.I- DROOM I8.. f [l� 12xa I l ❑ i a 12xa _ F/L .. — — __ — — — 14XI4------- A .10Xa =1_ ___ 4 v 4 BATH #1 c� - F N� 1��'.i� X i. W.LC. 0 14'� KITCHEN I LAUN ram X 141 DRYER S v.T R. X \ v BDRM.#3 10X6 �w 10 4' 5CORIATED NICKEL FIN. FLOOR COUNTERSUNK rl BRONZE FL. II OR WALL C.O. PLUG rr _ SEE SPEC. -- ro BRASS PLUG I'-8'X8' CONS. FIN. GRADE FITTING OR EXTEN5ION TO OR PAVING SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL WADE b240-K J054M 56000 OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED -- CAULK P.v.G OPTI/SPEC INv. SEE FLOOR SLAB CLEAN -OUT (TYP.) GEXT. GROUND CLEAN -OUT (TYP. N 8 N 5 14X6 I b; 50 it CFM SX4 BATH #2 �� 14X6 I 1 8X4 10X6 FOYER BDRM.#2 �;,F- —ENTRY J IG 10X6 j" I _ I IL _i GARAGE MECHANICAL PLAN SCALE: 1/4 = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwa bde8:0p.com AA 5 J F W � C � r � W a o o a v a SLJHDI v. 8c LOT: ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB " 1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C ROLA�"0UC'H g(�RA N AR NO 93723 00 PRINT 19 02i 24 DATE: I SCALE: 1/4"=V-0" SHEET mI pr 2X4 TOP PLATE PER FLR. J. PLA PRE-FAB TRUSS 1/2' CLG. BOARD V2' DRYWALL ' V' I W/ Lod 3 0C, RY MAX I � BT C C. WOOD 5LAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. FIN. FLR T ' (a)TYP. INT. WALL (NON- BRG. ) D 1 SCALE: 3/4' -1'-0' FIBERGLA55 SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI, SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND�-� CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR. 0" TYP O.N. 3 5/8' OR 5 1/2' DRYWALL 3/5' TOP CHANNEL (25 GA.) 1/2' DRYWALL 3 5/8' OR 5 3/8' METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER V,3 5/8' OR 5 CABINETS AND TUB/SHOWER 25 3/5, BOTTOM GA. METAL TO BE INSTALLED CHANNEL 125 IN ALL OTHER WALLS. STUDS GA,) SECURED TO BE SPACED IS' O.C. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4" STAIR WELLS AND BATHROOM PAF i TO WALLS W/ TILE FINISH WOOD FLOOR W/ I/4' WOOD WOOD BASEBOARD— SCREW —FINISH FLOOR 1-STORY TYP. INT. WALL 1A METAL STUDS (NON-BRG.) D 1 SCALE: 3/4'.1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS 45 PER SHEET SNI. SECURED PER 5/8" GYPSUM BOARD FASTENER SCHEDULE OR I/2' NIGH STRENGTH CLG. BOARD �r/Y ") / REFERENCE PER ELEVATION STRUCTURAL _- SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ------ PRE-ENG TRUSS - REFERENCE STRUCTURAL MTL. DRIP EDGE -- PER ELEVATION 2x FASCIA PER __ ELEVATIONS R-4.1 INSULATION �-: ., VENTED SOFFIT WINDOWS AND DOORS ^ SHALL BE INSTALLED V J� AND FLASHED IN ACCORDANCE WITH THE FENESTRATION - MANUFACTURERS WRITTEN INSTRUCTIONS REFERENCE - STRUCTURAL Ix2 P.T. FURRING t 1/2' THICK, 2 COAT PORTLAND STRIPS m 24' C.C. - CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8' CMU - 1/2" GYP. WL. BID _ -- .r WOOD BASE - - - 0'-0' FIN, FLR. ROOF SHEATHING THICKNESS 15 ENGINEERED PER ASCE 7-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.1.3 AND 1609,S.1. n W/ WINDOW OPENING n TYP. WALL SECTION A �% NO OPENING (_4�1-STORY HIP BLOCK WALL D 1 5CALE: 3/4' = I' -O' NOTE; METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 STH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FASCIA NOTES: L- ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR RT04.3.1 FASCIA INSTALLATION OR AN ALTERNATIVE WITH AN APPROVED FLORIDA PRODUCT APPROVAL 2. CORNERS ON HIP ROOFS- FASCIA SHALL BE BENT AROUND THE CORNERS AND EXTEND AT LEAST 12" BEYOND THE CORNER. THE NEXT FASCIA MATERIAL SHALL OVERLAP THE EXTENSION A MINIMUM OF 3' AND BE FASTENED THROUGH THE RETURN LEG OVERLAP. 3, CORNERS ON GABLE ROOFS- FASCIA SHALL BE WRAPPED AROUND AND EXTEND AT LEAST I" BEYOND THE CORNER. THE GABLE FASCIA MATERIAL SECTION SHALL OVERLAP THE TAB AND BE FASTENED THROUGH THE FASCIA COVER AND TAB AT THE END WITH TWO FACE NAILS (1-114' X 0.05"I" X 0.111 HEAD DIAMETER) FOR A 2" X 4" SUBFASCIA AND THREE FACE NAIL FOR 2" X 6" AND GREATER SUSFASCIAL. ^-AILK a.� sea. sAs Lme ;• Pvc ELEEVe FOR �As urns s• uw irs•GYP. wL. eo. YI�OD BASE — t_'� " - f - ----- 2B GAS LINE THRU BLOCK D1 scALEw•.r-m• FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1-1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS A5 PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT--L­— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN, FLR. 8' CMU GONER BEAD 1/2' THICK, 2 GOAT ClC SEE B' O'Hl SEE PORTLAND CEMENT S' FOR PLASTER APPLIED DIRECTLY TO RFINFORCEINENT MASONRY 2x6 P.T. WD "" ATTACHED TO FILL CELL A5 F£R PRODUCT APPROVAL REO, SEALANT M BACKER ROD WEATHER STRIP MOULDING ALL ARCUND(BY �� :,OR MANUF.) TRACK BRACKETS FASTENED TO WOOD J41M PER PRODUCT C=ALV. STEEL - OVEPodEAD DER APPROVAL REQ. VERTICAL TRACT` I' MIN. BT OTHERS BY HaF. FASTENED TO gLIDE TRACK BRACKETS W/ PRODUCT APPROVAL REQ. s GARAGE DOOR JAMBS D1 SCALE: 1 I/2"=I'-0" —2X4 SPF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS e EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- -STIFFBACK AT ALL UPRIGHTS - PER STRUCTURAL DETAILS -PRE-ENG WE). TRUSS PER ELEvATION CONT, 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/21�j HIGH STRENGTH CLG. BOARD — R-4.1 INSULATION WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS REFERENCE 5TRUCTURAL lx2 P.T. FURRING STRIPS 6 24' O.G. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU - _ 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER 45CE 1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.13 AND 1609.5.1. n W/ WINDOW OPENING (Z-,TYP. WALL SECTION " L NO OPENING r6_'�1-STORY GABLE BLOCK WALL D1 SCALE 3/4'.I'-O' NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 STH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4069 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abde5igngroup.com AA #: 0003325 A h o 0 o 0 dd 2 m 0 IL SUIBDrv. 8e LABBOTT PARK OT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C PRINT DATE: 02 19 24 SCALE: 1/4"=1'-0" SHEET L)I - T_ - L F--T--F--I _ I _ TOP: 2X6 P.T. c CENTER OF DOOR HEADER SECURED W/ (IJ 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/8' WASHER t NUT OR W/ (2) 1/2' X 6' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/8' WASHER f NUT - - 3/4 PT 5UCK /4" SHIM -- _ ___ — - = 2X4:23 -- - -N SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN E1 SECURE 2x4 WITHIN 6' OF EACH END -- TO BLK W/ LI I/4' TAPCONS _. L _ ------ f7 -. - — 4 18' O.C. MAX SPACING. -.. - 1112.EMBED., 8' O.O., _. _. _._ 2X6: 4' END DIST., I _ SECURE TO BLOCK WK2) 3/16' 1 1/2, EDGE DISi. 1.— iAPGONS (MIN. SHANK SIZE - - r117 —IV .145 MIN. HEAD SIZE 300 MIN. It418' 8' CMU OF EAEMBEDCHEEND O.G.1 MAX I2'DRYWALL 2X6 GARAGE DOOR BUCK SECURED 'I SPACING. -_ W/ (5) 1/2' X 8' J-BOLT OR ANCHOR = = ❑ CELL TO BE POURED BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' - —� 2X8: ® SOLID W/ 2500 PSI - X 2' X 1/6' WASHER l NUT. (1) WITHIN TOP, (i) WITHIN 8' OF THE _ — �J J SECURE TO BLOCK CONCRETE REINFORCED 8' OF BTM, _ (3) EVENLY SPACED. U WK2) 3/16' TAPCONS W/ (1) 5 VERTICALLY S MIN. 644ANK MIN. HEADS 61 00 I'X4• P.T. NAILER Z MIN. EMBEDMENT 1 1/4.) T/16' O.SB. X 4' MIN, WITHIN e' OF EACH END r 15' O.0 MAX SPACING, y DooR CASING - INTERIOR EXTERIOR R NOTESHIM AS NEEDED /4 PLUMB DOOR JAMB WINDOW NOTES: JAMB DO NOT EXCEED 1 ATTACH TO 2XX PER ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURES DETAILS. MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT 3/4"X9° R'.E'CE'.56 - GARAGE DOOR �i1BUCK ATTACHMENT D2 sc c�E: In•.r-m• 3/4" BUCK CONNECTION DOOR JAMB TO BLK DETAIL TO BLK DETAIL 2 5C4LE: 3/B • I'-0' 3 BCALE: I/4 I'-0' 2X4: ® 2X4: SECURE TO BLOCK W/ SECURE TO BLOCK 3/I6' TAPCONS (MIN. W/3/16' TAPCONS IMIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN, HEAD 51ZE 300 HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH END / 16, O.C. MAX END A W O.C. MAX SPACING. SPACING, 2X6: ® 2X6: CEM SECURE TO BLOCK SECURE TO BLOCK WK2) 3/1W TAPCONS W//2) 3/16' TAPCONS IMIN, SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, HEAD 912E 300 e' CMU MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') 112' DRYWALL WITHIN 8' OF EACH END S. CMU WITHIN 6' OF EACH END S' CMU 16' OC. MAX SPACING, IS' O.G. MAX SPACING. Ix4 P.T. OR 5/4'X4' MIN. 1/2' DRYWALL I/2' DRYWALL SECURE THRJ FRAME I'X4' 2X8: ® 2X8:FT EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK 1'X4' BLOCK W/ 5116' WK2) 3/I6' TAPCONS P.T. NAILER W/(2) 3/16' TAPCONS P.T. NAILER TAPCONS DOOR CASING (MIN. SHANK SIZE .145 7/I6' OSB. X 4' MIN. IMIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. ET DOOR DOOR CASING MIN, EMBEDMENT I/4') MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR JAMB OR WINDOW a' O.C. MAX '15. O.C. MAX r W O.C. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" WINDOW TO BLOCK +3/4" OR +5/4" 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18O.O. MAX SPACING, 2X6: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 4HEAD SIZE 300 NEMBEDMENT 1 1/4') WITHIN 8' OF EACH END 9• CMU A IS' O.C. MAX SPACING. 1/2' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK P.T. NAILER W/l2) SHANK (MIN. SHANK SIZE .I45 SIZE .1S DOOR CASING MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4V WITHIN 8' OF EACH END SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" 1W Ow TO BLOCK +1 1/2" ( NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" �JW�ND�Ow TO BLOCK +1 15/16" 2X4: CM SECURE TO BLOCK W/ 3/1W TAPCONS (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 Ia. O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/I6' TAPCONS 3/16' TAPCON MIN, 1-1/4' IMIN, SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' GMU 1 18, O.C. MAX SPACING. 1/2'DRYWALL 2X8: ® ❑ SECURE TO BLOCK I'X4' W/(2) 3/16' TAPCONS P.T. NAILER (MIN, SHANK SIZE .145 DOOR CA91NG MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END / 18, O.C. MAX SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +2 1/4" @A- W TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" �lwT nw To Ai OfK +A" 2X4: co SECURE TO BLOCK W/ 114' TAPCONS (MIN, SHANK 51ZE J45 MIN. NOTE, HEAD S1ZE 300 WINDOWS. AND DOORS SHALL BE MIN. EMBEDMENT 1 1/4') INSTALLED AND FLASHED IN WITHIN 8' OF EACH ACCORDANCE WITH THE FENESTRATION END 4 15. O.C. MAX MANUFACTURERS WRITTEN INSTRUCTIONS. SPACING. 2X6: SECURE TO BLOCK WI I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4V WITHIN 8' OF EACH END t IS' O.C. MAX SPACING. g• CMU 2X8. ® ❑ 112' DRYWALL 6ECURE TO BLOCK I'X4' W/l2) I/4' TAPCONS P.T. NAILER (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 1/16' O.SB. X 4' MIN. MIN. EMBEDMENT 11/4') WITHIN 8' OF EACH END DOOR CASING A 18' O.C. MAX SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" TO BLOCK +3 7/16" yW�IND�OW 2X4: ® 2X4: SECURE TO BLOCK W/ SECURE TO BLOCK W/ 306' TAPCONS (MIN. I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH WITHIN 8' OF EACH END t IS' O.C. MAX END 4 IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING, NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE A SECURED ON OUTSIDE 4 SECURED 2X6: ® THROUGUC H NON-STRTURAL 2X6: CEO THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/16' TAPCON MIN. 1-1/4' SECURE TO BLOCK G 3/16' TAPON MIN. 1-114' W/IN. 3/16' TAPCONS CMISHANK SIZE .145 EMBEDMENT INTO BLOCK. W/l2) 1/4' TAPCONS (MIN. SHANK SIZE .I45 MIN. EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 HEAD SIZE 300 MIN, MIN. EMBEDMENT I 1/4') WITHIN e' OF EACH END 8' CMU EMBEDMENT 1 1/4'7—LF WITHIN 8' OF EACH END 8' CMU 18' O.C. MAX SPACING. I/2' DRYWALL 4 18' O.G. MAX SPACING. 1/2' DRYWALL 2X8: ® 1'X4' ❑ 2X I: ® I-X4' SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER W/(2) 3/I6' TAPCONS DOOR CASING W/(2) 1/4' TAPCONS I' P.T. X 4' MIN. (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD 512E 300 MIN. HEAD SIZE .300 MIN, EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') DOOR CASING WITHIN 8' OF EACH END MEMBER W/(2)12d WITHIN e' WITHIN 8' OF EACH END 15, O.C. MAX OF EACH END a 6' TO 8' O.G. MAX ! 16, O.G. MAX SPACING. SPACING. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" %�wTNADw TO RT OCx +3" TO BLOCK +3 3/4" ��WI��Ow 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.a bdes ign gro up xom AA #: 0003325 a Z r 0 0 0 0 0 0 9 cN C C� Cp� ry r 0 9 0 SUSDIV. & I ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL' 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C E 02/19/24 1/4"= i'-0" 2 1 1 1 CODE CODE PRODUCT APPROVAL LISTING SHINGLE (STANDARD) PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE FL # MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12J31/2024 16103.1 PLY -GEM WINDOWS WINDOWS SINGLE HUNG NON -IMPACT 2023 FBCR 11/30/2026 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 16100.1 PLY -GEM WINDOWS WINDOWS INTERGRAL MULL 2023 FBCR 11/30/2026 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.3 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL • #1105 2023 FBCR 12/31/2035 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 8248.9 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1122 2023 FBCR 12/31/2035 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.1 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1100 2023 FBCR 12/31/2035 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10737.11 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1123 2023 FBCR 12/31/2035 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12J31/2024 11496.3 SIMPSON STRUCT. COMP. WOODCONNECTORS 2023 FBCR 12/31/2024 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12J31/2026 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2023 FBCR 12/31/2024 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2023 FBCR 12/31/2024 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2023 FBCR 3/2/2030 16544 - R7 ALPHA ALUMINUM, INC. WALL PANELS EXT. SOFFITS 2023 FBCR 7/10/2033 17676.2E MI WINDOWS &DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2023 FBCR 11/3/2025 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2023 FBCR 4/30/2026 17676.30 MI WINDOWS& DOORS SINGLE HUNG - 2023 FBCR 8/27/2027 15332.9 MI WINDOWS &DOOR$ SLIDING GLASS DOOR - 2023 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2023 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2023 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2023 FBCR 12/31/2024 5678-R$ CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2023 FBCR 12/31/2024 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2023 FBCR 12/31/2024 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELITE 2023 FBCR 12/31/2024 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2023 FBCR 12/31/2024 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2023 FBCR 12J31/2024 20461.9 THERMA-TRU EXT. DOORS SWINGING single lire EXT. DOOR 2023 FBCR 12/31/2024 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2023 FBCR 12/31/2024 15216.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2023 FBCR 12/31/2024 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2023 FBCR 10/4/2025 10477.1 DAMES HARDIE BOARD ARTISAN 2023 FBCR 12J31/2026 13192.2 LAMES HARDIE BOARD PLANK 2023 FBCR 12/31/2026 13223.2 DAMES HARDIE BOARD PANEL 2023 FBCR 12/31/2026 19901.1 LAMES HARDIE BOARD REVEAL 2023 FBCR 12/31/2026 13265.1 DAMES HARDIE BOARD SOFFIT 2023 FBCR 12/31/2026 30310-R2 IKO SHINGLES 30 YEAR 2023 FBCR 12/31/2099 158.1 CASTCRETE STRUCTURAL LINTELS 2023 FBCR 5/21/2027 FL 15272.1 ALSIDE'2T'VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 15272.2 RS ALSIDE ALLIANCE'T4' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 41778 GLOBAL BAMBOO TECHNOLOGIES, INC. WALL PANELS BAMCORE PRIME WALL SYSTEM 2023 FBCR 1/1/2025 17188-R$ MID -STATES ASPHALT &CANT STRIA, INC. ROOFING UNDERLAYMENT 2023 FBCR 11/2/2025 41686.1 MI WINDOWS &DOOR$ SINGLE HUNG - 2023 FBCR 8/27/2027 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2023 (8th EDITION) BUILDING CODE INFORMATION SYSTEM @ REFER TO THE FLORIDA FBCR 2023 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE:02/14/2024 WWW.FLORIDABUILDING.ORG CONTROL DATE:02/14/2024 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744075 www.abdesigngroup.com AA #: 0003325 F w 4 o, z � � � � � a m z � w ❑ v Ll_ m 0-1 9il33DIV. 8e LOT: ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECTijJ 04181.003-40012 MODEL: 4EBB "1828-CALI" l3ARACiE SWINf3: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C J ROL.A1� a AI�uACRA � AR NO 23 � PRINT 02 19 24 DATE: SCALE: 1/4"=1'-0" SHEET ___ -I __T - I PREFORMED CONTROL JOINT '— -- �' THICK, 3 COAT CEMENT „ FLANGE OF CONTROL JOINTS TO / PLASTER BE WIRED TIED TO LATH ®9' lll� LATER �, FORTIFIBER O.G. MAX (VERT,). NOTE: DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYGND EXCEPT STAPLES W/ APPROVED METAL LATH %' LEG MAY BE USED TO TEMP. FASTENED -T' (VERT.) O.C. MAX SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION LIPS LATER FASTENERS TO E SPACED P 9TUGGOIWRAP o T' O.C. MAX VERTICALLY i � WOOD SHEATHING SAP niN. LATH SHALL NOT _ BE CONTINUOUS THROUGH CONTROL \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C7063 PROVIDE 2X4 BLOCKING \ PLACED FLAT MAX b' TO 8' FROM CONTROL JOINT WHEN NOTE CONTROL JOINT FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD STAPLES IN COMPLIANCE W/ A6TM G1063 2, WIRE TIES TO BE (NO. IS) 0,04T5' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITIOj \ TO WALL STUDS REQUIRED PER PLAN I O"M" TYPE CONTROL JOINT NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' m VERTICAL LAPS (ROLL END6) 4 b' * HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' WITH FORTIBER SHEATHING TAPE II' MIN LAP ® METAL LATH \ fX X X X l X X X— METAL LATH / I / WRB LAYER 7, STUCCO WRAP 6' MIN PAPER LAP BEL011 ONLY / WRB LAYER -2, FORT[FIBER BUILD)1=G PAPER / Ma oTH LAP, vER ALL LAP 2 APER LAP SCALE: I I/2' • I'-0' O L FOLD INWARD . IT. A O C L A WllldAD. BPT. ®wD ® ® KICKOUT DETAIL FOLD OI. FOLD INWARD , O 1, FOLD INWARD , IT, A Pi. A Z. CREASE . PT. B ]. cRE4SE , IT. 0 IT. c 3. GPEASE . PT.G FOLD IT G OVER P ai. TILL PT. G TOUGHEa BOTTq't RANGE Y I L �I ® °FOLD • „ BOTTOM FL4NGE WATER TIGHT aF— FOLD. G_Q t QT GU a' THICK, 3 COAT CEMENT PLASTER (FRAME), 1l1' 3 CAAT CEMENT PLASTER (CHJ) WRB LAYER 7, FORTIFIBER BUILDING PAPER (FRMIE ONLY) WRB LATER 'I, 9NGGA WRAP (FRAME ONLY) LAP LAYEFS GF BUILDING LLRGP OVER NAILING FLANGE, STOP WF9 60!mp $HItY.LE$ (FRAME QiLYJ Fl3M1E OR CMU hN EXTERIOR \ crvcn a U £cD - 5,5 WALL FLASHING a�o 3 n KDECK TOUT RLASHM_, /SEE 9 Ana \ 6 - FELiI1NDEIAYMENT— SH—E ROOFING DPoP EWE: OVERLAP 3', Ed, ME IR' BELGW 6HEATHINCp MECHMIIGALLY gSTEN I - I F4SGIA WRAP NOTE, INSTALL KIGKOtIT LASHING AT BOTTOM OF ROOF WALL INTERSEGTICNB WATER TIGHT SEAL (BEND OR SOLDER DD NOT =V VERTICAL LATH & PAPER DETAIL — WOOD STUc NOS SHEATHING 51DE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO BUILDING — FRAMING MEMBERS, PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0475-IN, (13I-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN S' (22e-MIN). AS PER ASTM GI063. NOTE FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOU5E WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK d' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER •2, FORTIFIBER BUILDING PAPER WRB LAYER -1, STUCCO WRAP WOOD SHEATHING HORIZONTAL LATH & PAPER DETAIL )CD SHEATHINS R CMU 1B LAYER "I, UCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT .ASTER (FRAME), 1/2' 2 COAT MENT PLASTER (CMU) :TAL LATH (FRAME ONLY) P WRB < TAPE OVER JOF/WALL SCREED X5' "L' TYPE CONTINUOUS �LV, METAL FLASHING AIL TO ROOF DECK, NOT >LL SHEATHING) 4P SHINGLE - DO NOT NAIL, STALL WITH ROOF CEMENT �OF PER ELEVATIONS "L" FLASHING N,T.S- 4'x4'6ELF-ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL)OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF — SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 4* 6'x6'SELF-ADHERING MEMBRANE FLA514ING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'X4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP "2 FLASHING ERING MEMBRANE WRB LAYER') STUCCO WRAP UPS LAYER 4. FORTIFIBER BUILDING PAPER METAL LATH 6'xb'SELF-ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FL45HING OVER APPROVED HOUSE WRAP. FLASHING TO EMEND ONTO PIPE �—%' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEUARAP AIR INFILTRATION BARRIER OVER SHEATHING ELA6TOMERIC COATING OVER 6 UCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION R703.7 Exterior lathing and plastednp EMedor use """'ad cement plaster shall comply with the application requirements of ASTM C 92648b. ,hall la amply of exterior ASTM C 1 and framing shall comply with ASTM C 1063-19a, or ASTM 1 ]8]. TF,,4TION DETAIL (F LEGEND DRAINAGE PLANE (UJRS LATER #I, STUCCO WRAF) WRB LAVER *2 CFORTIFIBER - - - - - - SUILDING FAFER) METAL LATH X—X—x X STUCCO - WOOD OR -1/I(o° ZIF WALL SHEATHINrz SELF-ADHESIVE FL,45HING� - - NOTE: METAL LATH: LATH TO BE FER SECTION R703,7,1 / ASTM C10ro3-20188, MIN. 2-e� LE55. PER 50, YARD IU-F LIT' OR NOMINAL LATH DOES NOT MEET SFECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003325 F W W Q — O 9uDDI7. & LOT: ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C 9 ROOM A AeACRA 64 AR NO 93723 DE9/4A SCALE: 1/4"=1'-0" SHE�E//^\\T//T /�/�\\\\ �I V V 1 Y-I INSTALL (' 5ELF-ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(&) AND BOTTOM FINISH FLANGES OF NON -MOVABLE _ FRAME OF THE EXHAUST. 6" SELF ADHESIVE SEQUENCE OF FLASHING TO BE: =: OVER TOP E SIDES I. BOTTOM, 2. SIDES, 3. TOP X!{ VENT CAP 15 TO BE SET IN BED SELF OF SEALANT AT TOP AND - FLASHINCS SIDES ONLY. SEALANT IS TO BE ._ UNIT TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. i I ' PR REMANUF. DYER X- E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL I _ VENT GAP (SET IN - - I 1 JOINTS AND INTERSECTIONS - CONT. SEALANT) / APPLY SEALANT AT PERIMETER OF �- BACKER ROD i - NON -MOVABLE FRAME AND STUCCO I' - ON ALL SIDES,Ya' CAULKING a JOINT - - SEALANT !I ALL AROUND TOP 8 SIDES I PER SECTION R703.7 Exterior lathing and plastering BACKER ROD Exterior use of Portland cement plaster shall comply with the application (' D DRYER VENT (BLOCK) requirements of ASTM C 926-18b. U Ll _ x _i Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, i ---, I, x a or ASTM 1787. IWRB LAYER "I, STUCCO WRAP 6 DRYER VE HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING (FRAME) DRAINAGE PLANE (CURB LAYER #I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x WOOD OR 7/I6" ZIP UJ,4LL L SHEATHINGS SELF-ADHESIVE FL,ASHINGx - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103,11 / ASTM 00%3-20188, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFI(_-ATIONS) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROt1GH i WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER I" IANUP. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' / ANENT PENETRATION t-i SCALE: N.T.S. ELEC, METE( VERIFY LC STUCCO SCRATCH GOAT 8 1 COAT OF PAINT W/BACK- ROLL PRIOR TO PI Fr' METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLINCx ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC SOCYANOTE-POLYBLENDFOAM ("GRE,4T 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 D 1 SCONNECT ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER "'2, FORTIF15ER BUILDING PAPER METAL LATH WOOD - T/S' TEXTURED CONSTRUCTION —FINISH ® WOOD p FASTEN TO WOOD STRUCTURAL {# MEMBER s T' O.C. MAX S' CMU Ye' TO �' MID -WALL WEEP SCREED •- �&' WIDE STRIP SELF. ADWE51VE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH ® MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER "I, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X INTO WRB LAYER 01, � SELF -ADHERING X STUCCO WRAP MEMBRANE FLASHING y\ APPLY SELF -ADHERING WOOD SHEATHINGS �� MEMBRANE FLASHING: � :� OVER BOX AND OVER APPROVED WI LAYER '1 STEM 1*1 eTEF *`2 APPROVED HOUSEWRAP WI LAYER 01, BELOW STUCCO WRAP CUT SUCH THAT----CAPPLY 60 MIN SELF -ADHERING NO MEMBRANE _ GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WRB LAYER 02, FORTIFIBER BUILDINGS PAPER STEF -4 ELASTOMERIC -£; COATING OVER STUCCO/ C.V. FIN15H (SEE TYPICAL WALL ',,.; SECTION) METAL LATH ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX. 407-774-4078 www.abdesigngroup.com AA #: 0003325 J i W Q W o M M M W 0 C C C C A 9 p p 0 0 R O 3IJBDI7- & LOT• ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS V. 160 MPH EXP. C N ROLAO A ACRA 6 AR NO PRINT 02 19 24 DATE- / % SCALE:1/4"= l' — 0" SEME�T T i/ V A 2 LE G IE]ND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAF) WRB LAYER #2 (FORTIFIBER — — — — — BUILDING PAFER) METAL LATH xx—x—x STUCCO WOOD OR 7/1ro" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R703,7,1 / ASTM C10ro3-20188, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SFECIFICATIONS) 2 1/2" CORNER BEAD (FASTENER 4 SFAGING o T" O.G.) __ crlu 1/2' THICK, 2 GOAT CEMENT j - FLASTER AFFLIED DIRECTLY TO MASONRY 14B CORNER READ C BEOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w L I � M M y o o n o o a a IQ Q Q a s F 0 C C 9 0 = 0 9 O I I A sUBDIV. & LOT: ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL• 4EBB "1828- CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C RLV,Ak AB CRA AR NO 3 0 PRINT 02 19 24 DATE: / / SCALE: 1/4"=1'-0" SHEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO L=- WOOD OR 1/IC " ZIP WALL 544EATNINGa SELF-ADPESIVE FLASNINGs — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C1003-2018E, MIN. 2.5 LBS. PER ea. YARD (UTILITY OR NOMINAL LATL4 DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RE515TIVE BARRIER N i WEATHER RESISTIVE / BARRIER .2 �. X T Y' LAP SIDING 6' SELF -ADHERING W/6' REVEAL / FLASHING 6' SELF -ADHERING 4 FLASHING L \ ' Q) WEATHER RESISTIVE BARRIER 9 / \ WEATHER RESISTIVE STARTER STRIP \ \ BARRIER -2 f \ DO NOT CAULK OR SEAL OPENING \ I _ -"- �/ 6' SELF -ADHERING / FLA5HING GALV'D METAL '/ I GALV'D METAL 'Z' FLASHING 'Z' FLASHING DO NOT CAULK OR i Ys' X 6' SIMULATED _ — SEAL OPENING WOOD TRIM MEMBER STUCCO CASING BEAD 4 SIMULATED TRIM MEMBER SEAL GAP W/CAULKING / OR APPROVED SEALANT stucco caslNG SIDING TO STUCCO BEAD C BLOCK TO FRAME TRANSITION �� WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER .1 i WEATHER RESISTIVE '/ \ BARRIER -2 /� \ 6 xREy`4/EAL ORDI / / / I \ 6' SELF -ADHERING - FLASHING BOARD t 15AttEN i —1 6' SELF -ADHERING a WEATHER RESISTIVE FLASHING BARRIER fl / \ \ WEATHER RESISTIVE STARTER STRIP \ BARRIER •2 DO NOT CAULK OR S/ 6' SELF -ADHERING SEAL OPENING / FLASHING GALV'D METAL 1f .�/ I GALV'D METAL 'Z' FLASHING FLASHING -- - DO NOT CAULK OR HARDIE TRIM PER SEAL OPENING ELEVATION STBE CCO CASING HARDIE TRIM PER - ELEVATION SEAL GAP W/CAULKING OR APPROVED SEALANT �- srucco CA SING BEAD SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION �4- 1441 N. RONALD REAGAN BLVD.. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 J w � a g a � a w C C m C r C A SLtHDIv. 8a LOT• ABBOTT PARK LOT #40 BLK: I PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C jJ 4A NO PRINT 02/19/24 DATE: SCALE: 1/4"=l'-0" SHEET V V A4 AVAILABLE SM MOUNTING 4', TAN D 1T CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY ALIGNED VENT PIPE IS SEALED IF UTILIZED NAIL IN PLACE SHOMM IN 4' GALVANIZED USING 1 1/4" NAILS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE PREPARATION GJTOUT THE GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE Vv1TH THE CONSTRUCTION ZONES, CHART Ell— IN THE EVENT A MECHANICAL VENT FAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE LATH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. N O NOT CUT INTO TRUSSES OR RAFTERS V NEN CUTTING THE OPENING IN THE FRNo MOVE REMOVE INTERFERING SHINGLE NAILB AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAVS FLAT TO THE ROOF SHEATHING, ELIDE THE TOPAND SIDEFLANGES OFTHE VENT UPANDUNDER SHINGLES. ALLOW TLLOWTHE BOTTOM VENT FLANGES TO LAV ON THE TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL TEMPO POLO-1 HOUSEL CUT HOUSEWRAP TUCK P. AT 45' ANGLE al LEA 135'' MODIFIED T CUT I ,LT � *T IN HOUSEWRAP LINE OF WINDOW--! / OPENING 1 FOLD IN AT 1� APPROVED HOUSEWRAP 1 OVER SHEATHING OVER UA STUD WALL BLOM STEP I INSTALL &' SELF -ADHERING FLA5HIN6 OVER NAILING FLANGE AT JAMBS INSTALL 6— SELF AIDHERINSi PLASHING OVER VINYL HEAD FLASHING (WITH I DAMS) NAILING FLANGE EXTEND \ SELF -ADHERING 5, 1 PLASHING I' MIN BEYOND JAMB / FLASHING ; INSTALL vINYL C CAP EXTEND PLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 6 AS HALTEATURATEDFELT NEOPRENE BOOT N �n ASPHALT PLASTIC CEMENT MOLDED AROUND BASE OF PIPE AND OVER FLANGE ALIGN FLASHING W/ INT. EDGE 6 SILL RO, MECHANICALLY FASTEN FANNED EDGE S.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXUIRAP AS T4 FLASHING AT THE FOLD H0U5EWRAP DOLLN 4 TAPE DIAGONAL CUT 4 ACROSS HEAD OF WINDOW � I I I. I MIN PLUMBING VENT DETAILS 1PPLY %' :ONTIN000; :F SEALAN AMISS ANC PPLY TO INIC W NA LANCE IN TIE-PUNC4 IDLES OR INSTALL 6' WIDE ADHESIVE - BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL or EIUIV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTGJ STEP J MEMBRANE FLASHINK OVER JOINT VALLEY CENTERLINE 36 V✓,DE VALLEY FLASHING NO FASTNERE WTHIN 50p OR HEAVIER FELT 6'OF CE NTERLINE %TRA FASTNEl IN END OF SHINGLE UNDERLAYMENT EXTENDENDSHINGLE ASPHALT I ATLEASTI2"BEYOND ROOFING VALLEY CENTERLINE CEMENT t" CLIPPED OFT' CORNER AT AS DEGREE: - ASHI NGLES TRIMMED 2' BACK FROM VALLEY CENTERLINE NQiE: I. IT IS THE CCNTACT SIBILTT TO VERIFY ROOF VALLE 1 DETAIL VALLEY THE ELRAATIBIA A TS ALLPRODUCTS INGLUDINf IL.ITY ALL F SEALANTS I SELF -ADHERING HGUSHiNG SCALE: NITS M, FLASHING MATERIALS USED DURING CONSTRVGTION- 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS APPLY 051 142U (0 EQl1AL.) SEALANT WINDOJI/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-B6 OR EQUAL). SLOPE SILL TO EX (WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW Wb'b FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT NOTE; I. IT 15 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2, FLASHING AT EXTERIOR WINDOWS AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED METHOD 1.1 OF FBC R703A 1.1 IN ACCORDANCE WITH FENESTRATION MANUFACTURER'S IN57ALLATION AND FLASHING INSTRUCTIONS, WARNING, SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE: NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.com AA #: 0003325 F yQ r ZZ V Y B iW -ow qp d U O p8p Q pWp Q pp Q Qp Q p C v C 9 0 0 0 p 0 J-1 9I BDIV. & LOT: ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C DATE: 02/19/24 Ili SCALE: 1/4"=1'-0" S HE�ET� �� V V A5 I / I \ /7 2xro SUS -BAND W/"x4" NOTCH e - END, WRAPPED IN PEEL 8 STICK 1" DRIP EDGE !I\ i\ 7/0' TEXTURED FINISH a WOOD ib 1/2" TEXTURED FINISH a CMU i METAL FASCIA \ WRAP Ys" FROM ` STUCCO, I" FROM -- WOOD WALL —EXTERIOR WALL (FRAME OR CMU) \ NOTE: NOTCH FOR 2Xro SUB BAND ONLY � I II METAL F45CIA WRAP I I 2X6 5UB BAND - 1 \ \ \ \ \ ROOF KICK OUT REMOVED FOR CLARITY \ ROOF DEGKIBEYOND) `\ DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) �7/8" TEXTURED FINISH e / WOOD, 1/2' TEXTURED / / FINISH a CMU 2x(o SUB -BAND W/I"x4" NOTCH S END, WRAPPED IN PEEL 8 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL \ l/W TEXTURED FINISH - WOOD, 1/2' TEXTURED FINISH ® CMU METAL LATH WOOD SHEATHING x x �:- OR CMU x _ WRB LAYER 01, 5TUCCC WRAP (FRAME ONLY) f- <- .. r y x * x WRB LAYER -2, FORTIFIEER x I BUILDING PAPER (FRAME ONLY) x r_ ROOFING CEMENT - DRIP EDGE METAL KICK OUT x x A PRE-ENG'D TRUSS TO BE CUT e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4'-O" SCABBED TO TRUSS W/12d NAILS &'-a' O.C. MAX. 2x SUB -BAND W//2"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (4) WALL SUB BAND DETAIL C 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 Or - DRIP EDGE 2x SUB -BAND W//2"x4" NOTCH a END, WRAPPED IN PEEL 6 STICK ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY E OR CMU KICK -OUT FLASHING PAPER EDGE :RENCE POINT FOR WALL OFF )F COMPONENTS) L FLASHING, WRAPPED " ABOVE BOTTOM OF EDGE B-BAND 4" NOTCH a WRAPPED IN 4 STICK = CEMENT a Roos- EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J F w y � a m o $ u a v F 3 � 0 9UHDIV. & LOT: ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C oo ROLAND A ABOUCKACRA AR NO 93723 —/ DA' ET 02/19/24 SCALE: 1 /4"=1' - 0" SHEET T �l V A 6 M1 i' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-V-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. i 1..L'O�-INDICATES #5 BAR, EIINDICATES #6 BAR,YNDICATES #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 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER; OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2023 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 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 I BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" (2) #5's FM-12x16 12" CONTINUOUS 16" - (2)#5's FM-12x20 12" CONTINUOUS 20" (2)#5's FMC-12x20 12" CONTINUOUS 20" (2)#5's VARIES F-24x24 24" 24" 12' (2) #5's (2) #5's (-)0'-4" TF-12X12 12" CONTINUOUS 12" (1)#5's SEE DETAIL 12 ON SHEET S1.1A FOR EXTENDED FOOTER 'OUNDATION PLAN ALE: 1/4"= 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es ign g ro u p. c o m AA #: 0003325 164 y � r a pp qq k o a Q a a Q e 9 — 0 F' m O sUBDIV. & LOT: ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN %160 MPH EXP. C l c;t RU AM k ABOUCRACRA It AR NO 93723 Dp E 02/19/24 SCALE: 1/4"=1'-0" SHEET s t 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND D STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �� _ °� ' SPACING REQUIREMENTS - - SPACING REQUIREMENTS �v GARAGE DOOR � a n _ p RECESS b �U m r t ¢i5 # a _ ➢I I I^ CORNER BARS, SAME SIZE AS LARGER BAR ° i* _. 8" CMU WALL IN FOUNDATION WITH LEG EACH ' w m b m CMU WALL � m WAY AT ALL CHANGES IN DIRECTIONS IN SO THAT THE STEEL REINF. IS CONTINUOUS r�I 0'-0"0'-0" TOP OF SLAB TOP OF SLAB -,� „ MATCH AMOUNT OF CONTINUOUS BARS o, CURB FOR •- x � ~ (,I � v a CONTINUOUS STEEL MONOLITHIC MASONRY UNITS SET SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB �q" - VARIES .. ^ SEE SLAB SCHEDULE TOP OF GARAGE FOOTING REINFORCEMENT SEE SCHEDULE >:o, AT ELEV'. _ CHAMFER (1 STORY) #3 18'. _ W/ 1/2" ISOLATION 6" CHAMFER (2STORY) EXT. PORCH SLAB 4"CHAMFER (1-STORY) W/ 1/2" ISOLATION WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING JOINT (WHERE • • #4 24" APPLICABLE) _ 6" CHAMFER (25TORY) JOINT (WHERE - •.` DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST i SEE SCHEDULE #5 3o, FOR Wx D, BAR SIZE pppLICABLE SEE SCHEDULE ) z FOR SIZE NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO AND BAR QUANTITY #6 36' WxD, BAR ANDBARQDANTI 4 #7 2" ,, MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIORMON0-FOOTING MONO -FOOTING CORNER BARS DETAIL DOOR OPENING 2 3 4 SCALE 3 @ GARAGE _1'_D" BQALE 3/4„=,'-D SCALE 3/4"=1'-0" LAP TOP PLATE A MIN, OF 48" LAP TOP PLATE A MIN. OF 48" — AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, Al!'O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 216 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE o a SECURED W/ 2- PART >o a SPACING. SINGLE BTM. PLATEX 1/2' 19" WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. 2" CAPPED a S I EPDXY, MIN_ EMBED TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE 8", UNO PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. W/FLANGE @ BASE FOLLOW ALL MANF, r SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 M"- ADDITIONAL METAL USE AND BTM AND TOP PLATE CONNECTORS NOT - i # PREPARATION OF ANCHORS W/ 10d x 1 12" REQUIRED WHEN NO Q a HOLE. COMMON NAILS FILL ALL HOLES, DO NOT USE 10d UPLIFT IS PRESENT. SECURE FLANGE TO w rc x SEE SLAB SCHEDULE a SEE SLAB SCHEDULE SLAB W/(4) 1!4" X 2 1/4" rc a TAPCONS 0 roQQ? +_ 0' 0" +_ 0 Q TOP OF SLAB TOP OF SLAB. \ `-4" CHAMFER (1-STORY) - 6'' CHAMFER (2-STORY) EQ. EQ. SEESCHEDULE EQ. EQSEE SCHEDULE FOR —D, BAR SIZE FOR WND, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY ��� BOLLARD MONOLITHICFOUNDATIONINTEROOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL J SCALE. 3/4'-1'0' (NO UPLIFT) 9QALE.34-,-D (1) #S REBAR VERTICALLY W/ CONC. POURED CELL a 6" CMU m ¢ 1 #4 REBAR @24'' O.C. @ CENTER OF LAP TOP PLATE A MIN L OF 48" w SLAB AND NAIL W/ 16tl COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4' 0/C BTM, VERIFY HEIGHT _ _ _ li CELL SEE PLAN FOR SIZE AND m l LAP TO OCCUR OVER STUD OF WALL W/ PLAN _- SPACING REQUIREMENTS * o 'Q - 5' 1- F 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING _ _ - WALL W/ SYP No 2 STUDS SEE a PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO -- _ ' 4 PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 17' O/C STAGGERED. a Q 4" CONC., REINF. W/ n 6"x6" #10 WWM ON ADDITIONAL METAL __ O I _ 6-MIL POLY ETHYLENE CONNECTORS NOT \ REQUIRED WHEN NO 8"CMU WALL POURED LINTEL CONT. (TYP.) w VAPOR BARRIER ON w rc �.-0. s - CTED WLL-CFILL UPLIFT IS PRESENT. _ -p, 8' CMU FILLED CELL (TYP.) j I CLEEAN TAERMIITE 2X WALL FRAMING TREATMENT SHALL BE BORA-CARE TOP OF SLAB - _ -SEE SLAB SCHEDULE DIA SIM BOLTS 5' a `J I SEE SLAB SCHEDULE MI BED ENTSTBI MINIMUM EMBEDMENT INTO - (2) CONT. #4 REBAR D'_O„ TOP OF SLAB _ "ISOLATED" COLUMN PAD GROUTED CELL , 4' FROM ENDS AND 16" O.C. VERTICALLY MAX . ^- F I' (. Y - CENTERED UNDER WALL AND Imo_ 2 #5 REBAR ON CHAIRS ( ) POURED MONOLITHICALLY WITH •V • S - -� �- FOUNDATION AND SLAB a PST VIRGIN SOtL OR 56% E. 'h SEE SCHEDULE • .f 12' MIN. DEPTH INTO COO COMPACTED SOIL SEE SCHEDULE FOR W%D, BAR SIZE FOR Wxp, BAR SIZE / AND BAR QUANTITY � > VIRGIN OR ENGINEERED SOIL p AND BAR QUANTITY /AI SLAB HEIGHT LESS THAN 3'fi" PER PLAN COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO EXTERIOR MONO DEEP � INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD �� BLOCK WALL CONNECTION FOOTING W/ BLOCK WALL IV 12 I I SCALE'S/4"=1'0" `� SCALE'. 3/4"=1'-0" (NO UPLIFT) SCALE'S/4"=1'-0" SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-774-4078 www.a bdes igngrou p.com AA #: 0003325 F W � Q ZZ � q e u9 Pii Ir d � g 6 Z m A 9UHDIV. & LOT: ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT* 04181.003-40012 MODEL 4EBB "1828-CALI" GARAGE STING: RIGHT PAGE: DETAILS 160 MPH EXP. C ROLAND A.ABOUCHACRA AR NO 93723 PRINT 02 19 24 DATE: / / SCALE: 1/4"=1'-0" SHEET S1.IA 3--0" 9 FT 9 So ih c? O fV + co O c? fV Eli 1-7 3--T 2'-4" 10'-6" T� DOWEL PLAN SCALE: 1/4" = V-0-- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W w W.abdeslgngroupxom AA #: 0003325 R Q O r-sulgimv. ac T ABBOTT PARK LOT #40 BLK: I PHASE: 3 PROJECT# 04181.003-40012 MODEL 4EBB "1828-CALI" GARAGE SWIM;: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C a PRINT F02/19/24 DATE: SCALE: 1/4"=l'-0" SHEET St. 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. —'--"-"---<_ CLEAN OUT REQUIRED ° a FOR INSPECTION m a 0'-0'• FIN. FLR. TIE ERTICAL REBAR ,. TO HORIZONTAL REBAR W/ 10" HOOK �— BAR SIZE 48 BAR DIA. #3 8" g > #4 24" m� #s 3D' #6 36' #7 4:2 HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1' 0" - STEEL REINFORCING IN GROUTED - - g -= CELL SEE PLAN FOR SIZE AND Qa SPACING REQUIREMENTS ° m ° 8" CMU WALL TOP OF SLAB - .- TOP OF SLAB ` SEE SLAB SCHEDULE - EXT. PORCH SLAB - 4"CHAMFER (tSTORY) BAR SIZE 48 BAR DIA. 18' p - W/ t/2" ISOLATION 6"CHAMFER (2STORV) JOINT (WHERE APPLICABLE) / i _ MATCH STEEL #b 30" 37- 6"PVC CHASE— - REINFORCEMENT PER SCHEDULE #6 36 6" PVC CHASE THRU FOOTING THRU FOOTING #7 ar MATCH STEEL REINFORCEMENT SEE SCHEDULE PER SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=V-0" #5 BARS o B' C 1_9 CMU UNIT DIMENSIONS ARE NOMINAL SIZES O m MASONRY SYMBOLS 3 SCALE. 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, F132750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003325 � a m n g C, C, ry C� C 9 A 0 @ - @ 9 9 0 9 F 2 � a sUBMV. & LOT• ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C L� YBOACRA 93723 PRINT 0,2 19 24 DATE: SCALE: 1/4"=1'-0" SHEET S1. 2 A I --FTT -SF_- Ilii--_ ___-II I ---- - I I III 1 FRAMING NOTES 1 _ U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER SCHEDULE ,-4 — — — — :s, — I,— — — — ,_... — — — — — — — - — — .— — — -s, _,: „_ MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH `b 8F16-lT/0M/OB 8F16-lT/OM/OB 8F16-iT/OM/08MANUFACTURER'S 0,-42 SPECIFICATIONS. �. . ___ __ 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS, 4 ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, so `3 - CONNECTERS ARE TO BE GALVANIZED. o " -� n 9 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE tt F vZ $ CONCRETE LINTELS. ` 7 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND x%Ax�� CLEAR SPAN OPENINGS. �' GT B. LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). BF16-1T/0_M_/OB- �+ -i 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE - �.'e SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE I FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS 5 % 41 LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND I APPROVAL. a ' ` 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. q 1 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. ,ate N ;a 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. 7 3 2 � BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / GO L = BOTTOM OF LINTEL I Y.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END. O/C = ON CENTER, F. E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT REINFORCEMENT STIRRUPS "§ - MARK DESCRIPTION (wI) SIZH, REMARKS ! P BTM. TOP MID SIZE SPACING I ` BB1 MASONRY 3000 8x8 _ (1)#5 — N/A _ GROUTEDSOLID k` p Q O SEE SHEET 0 2 II LL S2.2A FOR SAFE LOAD TABLES i LINO, PROVIDE BB1 WHERE m 1 ROOF TRUSSES BEAR, TOP g $ 9 OF WALL EL. 8'-0", UNO. $ I d IK f N € o �4 � e F a 8RF14- >T' g 1TIOM/OB d' 81716-iT/OM/013 8RF6-1T/OM(OB J 10, 8F16 MIN: lT/0M/1B 17'-4" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = l'-O" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003326 F E d N Q � g o V o aQ Q eQ Q a e O sulgmv. & LOT: ABBOTT PARK LOT #40 BLK:1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828—CALI" GARAGE S VnNG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ' _ I ROOOtAN!f A ABOUCHACR114 A AR NO 93723 PRINT DATE: 02 19 24 SCALE: 1 /4"=1' - O" SHEET S 2 #5 CORNER BAR W/30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK `J '� ea' TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM �1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING e, p� PLACE STEEL HEIGHT. _ °FJ REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND #5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xl6' AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST k:, 5. COURSE OF BOND BEAMSHOULD THE DOUBLE BS OMIOND TTEDEAM AND A LDE WITH A LINTEL THE INTEL S PLACED. THE SOTEELM BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.-� s M �g0 P� EfE 8x16 DEL BOND TOP OF EACH AR BOND BEAM 2 9?R COUIRSE B 8x8 BOND BEAM TOP OF • ��' W/(1)#5 BAR _-..'* BOND BEAM �0? F=FILLED W/GROUT - - ZN° U = UNFILLED GROUT SOLID FROM -- TOP -- NOMINAL # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND OF OPENING WIDTH � BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 n �N 16-1T/1M/OB 8x8 PRECAST CONCRETE HO I AL—� BEAM CHEDR(LOCATED PER MASONRY #OF#5'S, TOP - -- STHISENGINEER'SINTENT BOND BEAM COURSE _ BEAM DESIGNATION THATXFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM /.Ol#5'S, BOTTOM ANDXFXX- iT/OM/OBINDICATESASINGLEBONDBEAM PLACED IN LINTEL ITIS THIS ENGINEER'S INTENT TOP AND XUXX - 1T/lM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - 1T/OM10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN2X3)1-3/16 I;I TAPCON OR DRIVE PIN (MIN III, SHANK SIZE. 145 MIN HEAD WINDOW jl SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND III 18" O.C. MAX. MIN 1-114" EMBEDMENT PRE -CAST = 3 114, 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW - - SIZE. 145 MIN HEAD SIZE 300 SILL - MIN EMBEDMENT 1 114") 8" _ SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-14" M EMBEDMENT 218 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER ELK. EA. END VCMUWALL EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 — ARCHWAY FRAMING DETAILS SCALE: , 1/2"=, -0" :�)SCALE: 3/4" = V-0" r SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION .. BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM I l f SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd es ignlgrou p.com AA #: 0003325 V � z q a a 19 1 a s r z ro A SUBMV. 6e LOT• ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C oop IROLAND A.ABOUCHACRAA AR NO 93723 DA E 02/19/24 SC ALE: 1 /4"=1' — 0" SHEET S2. IA "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 PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SU8 8/8.OB /16.1T/09 20-1T/0B /24-1T/08 /28-1T/OB /32-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8116-1T 8/20-1T 8/24-1T 8/28-1T 8/32-1T 8/8-1B 8/16-iT/16 /20.1T/iB 24.1T/1B /28-iT/1B /32-1T/1B 8/8-2T 8/16-2T 8/20-2T 8/24-2T 8/29-2T 8/32-2T S-6" PRECAST 1436 952 3114 4217 5321 6426 7531 T-6" PRECAST 689 1024 S-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 3gg 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2560 3123 3686 4249 5' 4" PRECAST 411 411 5' 4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 1 2276 1 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 5778 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1965 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3261 3712 T-6" PRECAST 570 938 2498 2205 269e 3191 3685 7' 6" PRECAST 303 534 7'.6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2816 2621 9' 4" PRECAST 192 384 9'-4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 388 497 1247 1767 1904 2163 2025 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 999 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11' 4" PRECAST 330 544 1312 1742 2252 2868 3630 11' 4" PRECAST 132 417 11' 4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1696 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 1&4' PRECAST 308 303 393 484 575 645 41a 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 3so s7a 1z7z lsos 1950 23gg 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14' 8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 164' PRESTRESSED N.R. NR NR NR NR NR NR 15' 4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 17'4" PRESTRESSED N.R. NR NR NR NR NR NR 17'4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 22s 2so 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 na 245 302 360 418 ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroupxom AA #: 0003326 w � � w ti o o o � a a m a m O 0 0 0 B B c e 0 9 ic SU DIV. as LOT' ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES %160 MPH EXP. C IN y R0) ABO CRA kh AR NO 93723 DA 02/19/24 SCALE: 1 /4"-1'— 0" SHEET 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 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 Wl 10d x 1 1/2" HOG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER 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 ACTUATED 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. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2 0 O O J z O 0 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. FRAMING PLAN SCALE: 1/4"= V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es i g n g ro u p.co m AA N: 0003325 F W h q � I a o Q a Q e 4 C n C 0 ISUHDIV. & LOT• ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C I� /I 4A NO PRINT 1 DATE 02924 / / SCALE: 1 /4"=1'— 0" SHEET S 3 OOD SHEATHING, SEE ENGINEERED WOOD T;4i @ 24" O/C, SUBMIT SHFNJALL/FLOOR DRAWINGS FOR REVIETHING AND APPROVALENER SCHEDULE" A-(1i SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE (9) tOd x 1 J" NAILS 70 TRUSS ROOF/WALUFLOOR (1) SIMPSON HETA16 HTSM20 W/1010d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 2 114" SHEATHING (12) 16tl x 1 ;" NAILS TO TRUSS (g) 10d x 1 NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DEL STRAP, 1 EACH SIDE, VERTICAL GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL APPLICATION OR WRAPS OVER 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 #22" x 4", (16) 10d x 3 " NAILS TO GIRDER AND CONJUNCTION WITHACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-6NG TRUSS 6", 8" x 4'-0" MAY 8E ADDED (7) 1/4" x 2-1/4" TITEN SCREWS TO CMU. HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF W/ 10d NAILS, 2 ROWS, 3" (2) SIMPSON HETA16 TRUSS ANCHORS O/C TO FACILITATE ONE CONNECTOR BLOCK WALL ) 1/4 t 2 TO TRUSS AND (4) 1/4" x 2 1/4" WITH (12) 16d x 3" NAILS TO GIRDER. ADDITIONAL PLY MAX. TO ) SIMPSON LGT3-SD52.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ACCOMMODATE TRUSSANCHOR REQUIREMENTS, H (4) a' x 5" TITEN HD TO CMU AND (12) SDSCONT POURED LINTEL lx22x WOOD FASCIA }" TO GIRDER SEE ARCHITECTURAL —ENGINEEREDWOOD SIMPSON FGTR GIRDER TIEDOWN WITH 2x SECURED W/ (3) 16d TRUSSES 24" O/C, @ lx2, 2x WOOD FASCIA J (2)zx 5" TITEN HD TO CMU AND (18) SIDS k x GALV. COMMON NAILS. lx2 SECURED W/ 10d - SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER -- FOR REVIEW GALV. COMMON NAILS - 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH _ 12" O/C AND APPROVAL GALV. COMMON NAILS- (2) �" x 5"TITEN HD TO CMU AND (18) SDS q' x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) / GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12'' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U'. 1810 LBS, L'770 LBS (1 PLY) A ALLOWABLE UPLIFT =3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U.2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LES(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 SCALE: GIRDER CONNECTORS) SCALE 3/4"=1'-°" 2a 2b 2c SCALE: 314"=1'-0' 3/4"=1'-0" GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE LSTA12 20 GAUGE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT W/ 10dx1/2 HUG NAILS COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING @EACH END. TOTAL OF 10 SEAMS) PER ELEVATION /I 0'-0" TO 30'-0" (1) X' BRACE qu I FLOOR 30'-1" TO 60'-0(3) "X" BRACE SECURE Zx PLATE GIRDER (1) "X" BRACE @ CENTER 12' TO ILK W/ 1/2" DIA. 8'-0" MAX (W/1X4) oa 1a-a' MAX NV/2x4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EATT PER ELEVATION _ - -- 1x4 DIAGONAL MIN EMBED 32" OC SEE ARCHITECTURAL MAX. PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION P.T. PLATE W/ 12d's 8" STRENGTH CLG. BOARD MAY NOT MAY NOT BE STIFFBACK (AS PER O.C. MAX i a TRUSS ENG ) CONT- 2x4 SECURED W/ SECURE TRUSS TO TOP PLATE w/ (2) (2) 10d'. @EACH TRUSS 16d TOENAILS TO BE INSTALLED @ DOUBLE TOP PLATE HTT4 W/5/8" A.B. WITH MIN. 7" EMBEDMENT BTM. CHORD OF WOOD ROOF TRUSSES 10'-0" O.C. MAX. TO SLAB & (18) 16d x - _ { 2x4 OR 2x6 WOOD BEARING 2-11' NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM REQ. BTM. PLATE TO BE PT. SECURE BT. ATE TO —� PROVIDE DEL. TOP PLATE PLATE SLAB Wil. MASONNAIL PROVIDE BLOCKING 12" O/C STAGGERED. ADDITIONAL METAL 12" GYP. WL. BD. - -' - tx4 BTM, CHORD BRACING 6'-0" O/C END WALL OR OTHER CONNECTORS NOT _ MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO • i °� • c 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT. COMMON NAILS AT EACH CHORD INTERSECTION TYR. %-� BTM. CHORD BRACING BLOCK WALL W/ ABLE END V / \ GIRDER/WOOD POST CONNECTIONS �� SCALE 3/4'=1'-0" SCALE: 3/4-l'-0" �J PRE ENG D TRUSS / , C SCALE 3/4'=1'-0' FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE SQALE-1.1,11. (NO UPLIFT) NOTCH DEPTH I/4•D ai�" HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5'D SGL. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE>5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCLAT THE ME IM FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECTT F1 AND F2 BTM. HOLE DIAMETER PLATE <3/5'1 DBL. STUD ALTERNATE MATERIALS STUD NOTCHING AND BORING LIMITS 0 SCALE: 1 1/2"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 � d ZZ � .�5 4 o a Q a Q Q z q sUBDIV. & LOT: ABBOTT PARK LOT #40 BLK: l PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C I '� ,� R A AB/ CRA AR NO 93723 PRINT 24 02 19 DATE: / / SCALE: 1/4"=1'-0" SHEET S3.IA —- Ii1110111 Illplllpl �I�' NAIL SHEATHING TO LADDER VTCR OR MTS-12 SPACING (1) AT IIIY14114 EDGE PER SCHEDULE 2X4 CONT LADDER EDGE VTCR OR MTS-12 EACH END AND 6'-0" O.C. MAX. 2X4 LADDER AT 16"O/C W/(2) 16d NAILS 8" O/C TO , TOP CHORD OF TRUSS (2) 2X4 No.2 SYP DIAL. BRACE W/ (3) 12d @ EA. TRUSS (DIAL. BRACE TO �Ialpplll COVER 5 TRUSSES) ( II I I I IIIEIIppI 0'-0" 70 30'-0" (1) "X' BRACE 2x SUB -BAND \ Ip9jIpGiB 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS STIFFBACK AT ALL II _ BRACE (2) "X" BRACE DIVIDED EQUALLY UPRIGHTS OVER 4- HIGH i FROM CENTER TO END. (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/VVALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR ��\\ \ DETAIL FOR STRAPPING INFO- �/�� SIDE VIE • 1 x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL — TRUSS MFG. .. 2X SECURED W/ (3) 16d _ ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2SECU REDWI10d _ _ SUBMIT SHOP DRAWINGS GALV. COMMON NAILS _ _ FOR REVIEW CONT. 2x4 RAT RUN 12"O/C _ -- ""°APPROVAL SECURED W'(2)'2d's@ - PRE—ENGINEERED MASONRY B°"°BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 � SCALE :NTS W/HIP RETURN s°A`E:3'4""°" PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT 8 PRE-ENG'D WOOD SHLATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 8 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR �- FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1 -0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.a bdesigngroup.com AA #: 0003326 F W h � a c a m W a o SVHDIV. & LOT: ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ROL'AND A. ABOUtHACRA L AR NO 93723 No PRINT 02 19 24 DATE: / / SCALE: 1/4"=1'-0" SHEET S3"1JEJ1 , M1 I b j �i� �tA * �tAt1•,tt�t�t�tAti7�tAt1l_O�tAtlt�t�tAt[t VV i�tAt- "vtttVfit=, vvv,v"s*I tt1 VAV 'tAV ttt VVt TA T♦ �� mi t ♦ / t r t , • • • • • ♦ r r ♦ i 1 ♦ ♦ s • l • • • • • • • • • • • • • t r 1 1 ♦ ♦ / • • • • . ♦ ♦ 1 t t♦ �i • • • • t t r Y© asl t ♦ r t t t t t i♦ i♦ ♦r t t♦ i i r t r t rr y ♦rrrssrrrrr�rrrt♦trrrr♦t L ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-22 ZONE 1 = -36.47 PSF (-46A7) ZONE 2 = -55.43 PSF (-65.43) ZONE 3 = -64.91 PSF (-74.91) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- CA 8 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA, TENSILE SITE. SHANK ASTM 10d RING SHANK, 21/2'' 0131 F1667 SCREW SHANK RING RSRS-03 170,000 (16-20 RINGS Ed RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREWNAILSRSRS-01 KAF ILK UK I KU6o ROOF SHEATHING EXTERIOR SHEATHING ------ O z USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS ATV O.C. AT PANEL SIDES AND Rd RING SHANK GUN NAILS 4" O.C. TOP & - ---- -- - j BOTTOM PANEL AND Rd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL L BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 2: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C, IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16'' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-22 Bd RING SHANK GUN NAILS @ 4" O C. ,. TOP S BOTTOM EDGES . 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE SIC STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SHE ARC HITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS' FBC-R 2023, SIT, EDITION ALLEXPOSED EDGES Of CONCRETE ARE TO BE CHAMFERED 1d'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Flo = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF CONTINLAPPED UOUS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SWABS-0NGROUNO WHERE INDICATED ON R BARRIERBRAAPE ELASTICITY- 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-22 AND AISC SPECIFICATIONS DRAWINGS. SEAMS INCHETHYLS AND SEALED ADHESIVE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT'. UISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 POP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2023, AID EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0- OC, EACH WAY. TOE FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR ANDER THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS" THE NFPA. TRUSS DESIGNS SHALL SIGNED AND STRESSDESIGN-GRADE LUMB REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. O SEALED By A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. E DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. N DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH T"DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:M,, AND "BCSI LATEST EDITION" VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 DOAND REVIEW. WOOD TRUSSES. 20 ps fTOP CHORD -non -concurrent TYP MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - #6 BAR - 1 D Pf BTM CHORD -non -concurrent 42s #5 BAR - 30" #7 BAR - 42" 30" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS BOND BEAM ONLY LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIlASCE 7 88: 1990. 17 .r TOP CHORD 20 sf TOP CHORD P p (7 psf w/ ASPHALT SHINGLES) psf w/ No GYPCRETE) VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING ALL E HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 p 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH KEN DEAD LOAD TO RESIST VIAND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND'. DEAD LOAD SPEED MPH 3-SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL 023)=16 (ASCE (FBC EXPOSURE C, RISK CATEGORYII) LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT ABLE ATTIC LIVE LOADS: UNINHABITABLE WITHOUT STORAGE: tOps(, UNINHABITABLE ATTIC WITH LIMITED STORAGE'. 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS' 30pEL BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS' 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS. 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES'. 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY HE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAVNGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.22 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WI ASLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 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. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES Of AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEC -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE�COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3, 000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL ACCORDSTM 25CEWIM BHTURN-OFS WITH ATH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F-R- PRIORTO THE ADDITION OF PLASTICIZER. IN SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE 18 BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS HNAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER. 1-112' FOR #5 AND SMALLER 2'FOR M+AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-1f2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE AvvL car o� SA — ND CATON Sze nPE sPAC NG REMARKS Br EURmNc ro Dco1 s. o� GAw.GEDooR eua v4Du rAvcory mAsoNRr >>rzEMBEo. <ENOU'sr. BALLONG_ All E ED sacDIST A. seErrro GARAGE 111 — _— —Ol DAI r. ro MAsoNRwcorvc ExvANSION eaLr arc nm aAl res HALL, ur LONG STAGGERED INr0 MFEONRIGGNG wi LEE z4 aEOGEDIsr LI---_-_— _ BLA-ELDS GAS WIN CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS Exr. SWING DOOR TAPGON D No. BUCK 2. PT SEE NOTES NOIWASMER FASTNER 1 rz EDGE LSAT. 2x PTWINWW roSTEEL coL.usEEI III, 'AT xl iis' 9"O/G IEND. DST,I IG NOTE _I -Bo STAGGERED EDGE DIST 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 f OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5, FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W vx, a c Q_ BB V z Q U w y w QQ 0 0 o 0 0 QQ e to 9 C ry 9 — @ f. z ro a sUHDIV. & LOT: ABBOTT PARK LOT #40 BLK: l PHASE: 3 PROJECT* 04181.003-40012 MODEL' 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ROCAND A. ABOUCHACRA NAR NO 93723,NO 93723, PRINT DATE: 02 19 24 SCALE: 1 /4" =1' — 0" SHEET SNI KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2) i eTALLATNix YlYMOO Rr (sEE NOTE I7 nlBIONFRlBSOR! (NBFI IBFf NOR if xETFREEME/. lBb•IN•i1YFALFIJ x¢fiR IeO.lx. 1 W'. oOiJ SIXA SOfTrt-i .ea.r/— x/A xlh 7 t-GWMI �e.T/-EO V. x/. S1 wr1eB spin a aws.¢L 1 a-�Bw1 Be.>/ -Fs rBwss . muua RllO "-rq. oeas AdxiEn ww rAscR / a-awWe. .e4.]/-aaT ,-.c�waa /.-eweF�l. u.v/-m w:Fs5cw6 � f4i� Tx'par�i � T eAiCn aRi wrta�a�wc �b n ��•'uxE �m tBnAx DT M eromd. 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F1JAN, BNICe t£NEGRANO SNM6}EDGE nISrANCES SNni1 BE SU(Y ;t7 _.3 AStENEH IFN4iN5 SH9hNMT+EINSiAL:MGN DII'ALL.S DO NOt iN3. WT0 oiNE Ncu;,minr.�TF«1.Rsrkc,«s.,io rAsnNr.Nx<NrcDre t+Nrl. n. rNi. sN_N.r. zr TNnE4EEw.o-vm /r%FBaxvixrtosoiin ; F.AtLfASSCINR 3 AVEODR'(ksF�HREN3lAT1 D YI SUR BEM.4CECi 6 Lyl fpn INf--I-----��I—jjI LOuxCt tl eaTEfU A1Y.E YA TNAT tfRP1'a. VM1N L. OETARSATXRVi�Dmebw'Nyativr; (fNE _-a6cnPaE� �T •�., -I A&C S.Y -- aA&C ii6 54.6 �I u.n oar kT s Bd c�DdE ms I Aac U 0&Cc. DdE I 3Sa '' FASTENER SCHEDULE �,N•NWI �, r m RwR xRav ro . s- vx TNNs< xTwn �-,n' sn• >% egEASIDiF BEdrtEL ie WMN i RVIN'xt0 RQ.093 .193 ,f65 1.49� 0.P42 lsa 1/2" J-CHANNEL/TRIM VINYL (No. 1100) ) .25T-7 .422 I--72 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDIJI E VINYL SOFFIT sERIFs J-CHANNEL FASCIA 12' TRIPLE 4 SOLID N0. 0623 50UD so 12' TRIFLE 4 FULL-O-VENT 1/2" J-GUNNEL 4" FASCIA NO. 0622 VENTED SOFF17 NNYL NO. IIW ALUNINU1.k NO. 9700 12' TRIPLE 4 FULL-O-VENT EC0 NO. 0639 VENTED 5GFFMO BILL OF MATERIALS 1 5 �2IX.E pr uxa. , »O C tr I r-nuvlei - st wwnxc Dx s�rn , iASCR - RE [ilSxTNL Mr 5x[Et ] (SEE x0R to - EMEi 1 5 WSCNH 3NBSIRiiFS-I!T' i-xYe. i0N LnNgM1+ N#1 3rE61 aarR' DInN:iR + �-u-• rxlu wa sea . ,/: • R,ai� TRoxx n�E , ,Rx. ,« _� e.. a rx r oR , e Ex wsRx srta ,m rxd+rt srEa +o z' xwa«E xaro a�.rra- xx +nw ]' xarnuL mca 1,—, - tt . a 2 1— 1,moc BATTEN STRIP ANCHOR 12 I M NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOI STI ;1-CHANNELQ ASCIA WOOD BY OTHER OARD BY OTHERS © TRIM NAIL INSTALLED THROUGH �2-114`B FASCIAS 16" O.C. MAX (Z)STAPLES INSTALLED EMB. THRU SOFFIT AND J-CHANNEL AT NAIL X2 WOOD BATTEN 11 Q STAPLES INSTALLED FfiTO HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED pFFITO 1z"o.C.MAX ONTo DETAIL B Q FASCIA 7)WOOD) IN J-CHANNELJ-CHAELQSLOT jMAXJ-CHANNEL MAX FASCIA DETAIL A 2 BATTEN STRIP ANCHOR 2X2 WOOD BATTEN 10 1 Od NAIL AT EACH FASCIA TAPLES INSTALLED O RUSSIJOIST/RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYSFRAMING eBX3" WOOD SCREW OR QB Oj STAPLES INSTALLED TAPPING SCREW, BATTEN ATTACHMENT THRU SOFFIT AND AN O STAPLES INSTALLED @ M STONER SPACED 24" j_CF AT NAIL HEM AND IN VALLEYS 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ iT' 11 iX2 WOOD BATTEN O.C. MAX. (INTO OFFITO CONCRETE/MASONRY) -CHANN ELQ 2 WOOD BATTEN 10 O SOFFIT a MAX NSTALLATION SCREW, Q - 3 JCHANNEL DETAIL D STAPLES INSTALLE BATTEN ATTCHMENT Q �. MAX. Q FASTENER SPACED 24" SO THIRD SOFFIT AND J-CHANNEL CHANN EL AT NAIL MAX O. C. FASCIA HEM AND IN VALLEYS STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO O WOOD)INJ-CHANNEL J-CHANNEL (D SOFFIT Q OLCO MAX. (INTO 17' (DJ -CHANNEL CONCRETE/MASONRY) J' MAX CONCRETE/CMU OR BY OTHER 21/4" NSTALLATIONSCREW, EMB. BATTEN ATTCHMENT Q FASTENER SPACED 24' ( MAX O C. TAPLES INSTALLED @ 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. DETAIL E BUILING CODE REQUIREMENTS FOR J-CHANNEL SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION PAN'L' SPAN'L' EAVE WIDTH"IFF,, VE WIDTH (ROOFOOF OVERHANG)ERHANG) CONCRETE; CMU OR WOOD (NOTEA)IFFCONCRETE', CMU OR WOOD SOFFIT SEE DETAI L'A' SEE DETAIL'E' SEE DETAIL'D'SEE DETAILE (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN WIJ-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END RTA6 A . 12" TRIPLE 4 SOLID SOFFIT — ViNYL — NO. 623 -Fad V V mil; � 12" TRIPLE 4 FULL-0—VENT SOFFIT — VINYL — NO. 622 M FEIALL h •.. 12" TRIPLE 4 FULL-0—VENT SOFFIT ECO — VINYL — NO. 639 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-774,4078 www.abdesigngroup.com AA If: 0003325 F m a � � gxq a � o d o � V O Q Q po Q po Q@ F 9 C m C r C A Slumxv. & LOT• ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS %160 MPH EXP. C a R&LAND A. A8Q6*HACRA L AR NO 93723 DATE: 02/19/24 SCALE: 1/4"=1'—O" SHEET D1 GIrNERAL REQUIREMENTS: HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS, MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION MIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET, FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 1 • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1"AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: • INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 IBC 2304.9.5." FASCIA VENTING TO OUTSIDE OF EAVE SHIM (WOOD) SUBFASCIA MODERATE CONTACT LEAVE AF'F'KUF'KIAI E GAP AND CAULK HARDIESOFFIT® VENTED PANEL SIDING FIGURE 2 FRAMING MEMBER NG ER H-A bAIItN NG ER ING 3ER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT o o 1" FROM END o OF SOFFIT o 3/8" FROM END OF SOFFIT 0 URC/11 Cm 11-IAIV 12" WIDE SOFFIT KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d e s ig n g ro u p. C"m ` AA k: 0003325 A w �a o o= o 0 0 0 q SUBDIV. & LOT- ABBOTT PARK LOT #40 BLK: 1 PHASE: 3 PROJECT# 04181.003-40012 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C ROLAND A. ABbUGHACRA NAR NO 9372300NO 00 DAP'PFT 02/19/24 SCALE: 1 /4"=1' - 0" SHEET SD2