Loading...
HomeMy WebLinkAbout7732 Wheat Stone Dr828 I -4EBIB - CALI" 3501 RIGA BLVD, TAMPA, FL 33619 Tel- (813) 549-1967 Fax: (817) 302-3134 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON I-IOIVIES TAMPA NORTH DIVISION 3501 RIGA BLVD TAMPA, FL 33619 TEL: 813 549-1967 ry FAX: (81 /) 302-3134 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •pWR]DA BUUING CODE, RESIDENTIAL aTx EDrriox aozs •ALL LOCAL AND STATE CODES :OCCUPANCY -RESIDENTIAL, GROUP R3 •coNSTRocTION TYPE - uB -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, VA A,C AIR GSTABLO MG MC LUMICINF ADJ ADJUSTABLE MC. MEDICINE CABINET A I: F. ALTERNATE MFR. MANUFACTURER BD AMPERAGE MIN. MINIMUM BD BOARD M.T. MsrALTHaesrloLD Cl- CENTERBIELINE MTD MFIAI, CAB CABINET FITS NOI T, SCALE cLG. CEILING N-Ts. ON CENTER cLR CLEAR oc ON CONC. coNCREEE PL PROPERTY LINE; CPT. cAPIPE'E P.B. PUSHBOTTON CT CERAMIC TILE PH PHONE D DRYER PLT PLATE DUI- DOABLE PLYWD. PLYWOOD � G. DUAL GLAZED PR. I'FlI2 DIA. DIAMETER PT. PRESSURE TREATED DIM, DIMENSION R. RISER DISP. DISPOSAL BAD. RADIUS DI DEEP R.A.G. Rc RIGERA I GIULL D12 Dooa aeE aueRlcl,aA roa o.s DOwNLPouT Ro. ROOM II OPENING D W. DISHWASHER s.c. SOLID CORE EXT DR FA. EACH B.D. SMOKE DETECPOk FLEV ELEVATION SH. SINGLE HUNG LQ- EQUAL MIT. SHEET' LXH. EXHAUST SHTHG. SFIE.A THIN('. EXI, EXTERIOR SHWR. Howl:a 1 G;Fx. FUFLGFIXED S SL SIMB-AR I-G. FUEL cns SL. SLIDING IIN. FINISH SL GL LID NG GLASS FLR Fi.00k STD SFANDA2D FLUOR. FLUORESCENT SWS SHEAR WAI.I. Frc R OOTNc�OR SEC I ION TEMP MPE EUGLASS GA GAUGE THK IIIICK GAR. DIM, . GARBAGE DISPOSAL TO.0 TOP OF CURB GF1 GROUND -FAULT CIRCUIT TOT TOP OF PLATE INTERI UTTER TO.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD u.NO oNLESS NOTED 11B. HOSP; BIB OTHERWIsE H C HEADER HOLLOW CORE ;.P VAPOR PROOF WASHER i10r RIIF :N6GHT ON W, wo<ro ENT. INTERIOR WDw. WINDOW wax WATER HEIFER W1 WROUGHT IRON - DATE DESCRIPTION 012648 CD'S16SUED ARCHITECTURAL SHEET DESCRIPTION 01/15/8 2011 FBG UPDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION „D„ PG El -ELECTRICAL PLAN I' � I ' l�PE 4 jf I p H R F'I PG P1 —PLUMBING PI Vi G�}1K SHALL C m Y r PI -, 1 PG M1—MECHANICAL FLI-)R+DA' BUILD f G- C IDE L� . t1 PG D1—DETAILSlTli,-AL�.��;iU. �'Iq '�' PG D2—DETAILS �,,p,�J�y''g p,,� -y ' rE �- ,--, II_5 PG D3—PRODUCT At#4CQ V�OE C3I t `; 0 PG WAl -WALL ASSEId j� L;s'., PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS n� PG WA5—WALL ASSEMBLY DETAILS JA { ` PG WA6—WALL ASSEMBLYt— fEVA V l�heT ' J 7 CITY r F / EP Y t /� ! i 'F MINER i ry A S: 666 minblls cD'sRE-I55UED 0Z/ZI/L8 SIDING ELEVATIONS ADDED 0326/IS CD'S RE-IS&JED 04/19/I5 FOOTING REVISION PER M. BOWE$ 06/21/16 CDSRE-ISSUED 02/19/19 ADDED CURELESS ROOTER AT GARAGE DETAIL (FORT MYERS) 02/22n9 PLAN MAINTENANCE 03rz8/19 REVISED LINTEL SIZE A7 FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR o. 93 723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. r� LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 S FT. CALC.'S Q• 04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELBJ 04/24/19 REVISED HVAC VOLUMES ON SOFT GALC SCHEDULE (MELB.) LIVING 1826 SC. FT. GARAGE 43m 6Q. FT. ENTRY 16 "JQ. FT. LANAI SB SQ-FT. TOTAL 2362 SQ. FT, 06/12/1$ ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/61.14 (ORL) 06/21/19 ADDED LED LIGHTS 9 KITCHEN t BATH PER MARL BOWES mv�9n9 ADDED STONE OPTION ELEVATION c I D (TAMPA) 09AI/19 ELEVATION 'G' SIDING -ADDED LOUVER e GABLE ROOF IOrz5/19 ADDED OFT. 8'-0' CEILING HEIGHTS mv0lrzm REPLACE usP coNNEcroRs WITH sIMPSON CONNECTORS 04l0120 REVISE ENKAVENT RADON PLAN DIMENSIONS 04/09/20 OPT. S'-O' CLG. HGT: ADDED LED LIGHT IN FOYER �/0920 OPT. B'-O'CLG. CT. ELEVATION 'G'-REVISED HEIGHT C<ARCHWAY 05/0620 ADDED ELEVATIONS'L' 4'M'(ORL) n STRUCTURAL SHEET _ DESCRIiP TION 01/1520 ADDED ELEVATIONS 'M@'-'MH'-'MS' (ORL) PG SI —FOUNDATION PLAN PG S1.IA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S2.2A-SAFE LOAD 'TABLES PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG SNl -DETAILS PG SDI 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 CONSTRUCTION BASED ON THE DRAWING SET. 01/01/221 2020 FBc UPDATE 03/0321 ADDED 50FFIT DETAILS 04262E ADDED ELEVATIONS 'N'1'O'(ORL) 042121 ADDED STONE OPTION ELEVATION 'G' (MELBOURNE) 05/0121 ADDED ELEVATIONS'P' 7'0' (ORL) 05/1921 ADDED DEN OPT. (TAMPA a FT MYERS) 08/1021 ADDED 20' ROOTER OPTION (TAMPA) II/0221 ADD FRENCH DOOR OPTION 63/0822 ADD COURTYARD OPTION 03/0923 ADD PAVERS OPTION (TAMPA) 04-2123 ADD REGESSED SHOUTER IN BATH I OPT. 01/0123 2023 CODE UPDATE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es igngrou p.com AA #: 0003325 J F W 2 a r � i 4 n U (ppN V O pp Q Q p� Q pd Q p� � 0 0 c B 9 - 9 9 0 0 z � 0 MOM 8e MT: ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 OJECT# 04181.003-34012 MODEL• 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH GENERAL NOTES SITE WORK TIMBER 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). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 8th EDITION, (2023). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 8TH EDITION (2023) UNO. 2 REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2, WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 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 D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA- THE ENGINEERED WOOD ASSOCIATION 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 Y. THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. R AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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 2' ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4. NOTCHING OR CUTTING OF WALL STUDS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION AND STRUCTURAL DETAILS. 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. 5, WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 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 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8, EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, REQUIREMENTS. 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. 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 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL THE FBCR TABLES 2903.1 & 2903.2. 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. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. GARAGES AND CARPORTS 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER SUPPLIER 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BUILDER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 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 EXTERIOR WALL COVERINGS 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 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT, THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BYTHE 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.' EXTERIOR FINISHES DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %f THICK, OVER FRAMED WALLS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS GARAGE. 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 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ASTM-C926-18b, ASTM-C1063-18b & ASTM-Cl 787. LESS THAN 112 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE 3. LATH & ACCESORIES PER ASTM-C-1063-18b & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE - "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT. 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. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W' DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB 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 FCR 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, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W w W.abdesigngroupxom AA #: 0003325 F N h C as a z o § u Q m= a o 0 A 0 3U1ElDIV. & LOT• ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT} 04181.003-34012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH AXP. C R(�LAJC A ABO"CRA Nk AR NO 93723 PRINT 02 19 24 DATE: SCALE: 1 /4"=1' - 0" 3HEET �I N -4'., 9'-8" 16'-O° -2" 22'- (9) 40J5'J_su 12'-8' L (2) 3652-5H 0 I LANAI LIVING ROOM V-0 G.G. I I 6668 S.G.D. _ - — BEDROOM #1 - -- ---- -_ V-O'6LG. DBVING FLAT ROOM M HDR l'-6' �2X'81�AF.F.'-8" 8-� 8_O. ry 8 -- T - - - - - -- - - - - - V. w W.I.C. 8'-O'LLCx >. B IOPTii e i C. V. 36'x60' IREFii �iblb. L---- __ �' SHWR. PAN b24 A al SINK sb36 KITCHEN S a'-®' cLG IR-15H 3-5 ---- _ LAUNDRY 81 01A - --- u a 8 - PAN. RANGE b36 FLAT ro HDR g In 6 -8 -____" 2'-0" 3-5N _O 0- I v ti BEDROOM #4 C I I ro W-0 CLCx ot 1 HDR m I ti -_ _ OFFS BEDROOM #3 A.F. FAiy I R A� B'-V G.G. WH. � d F-221x5W FLAT I I -ATTIC ACLU LAV. HDR eJ All. BOLLARD BATH#2 AS REQ. 8'-0' G.G. 1 I PER BLDG. CODE ° GARAGE — — FOYER BEDROOM #2 3668 CI& ml �� 0 L _ 3'-5° �' 5 I.2" 5 1/2" ?� ENTRY 8'-0' GAG. (2) 3052-514 LY v EGRESS -------------------- -'I------------------- - �I B 4'-4' 14'-0' 21'-4" 39 S FLOOR PLAN SCALE: 1/4' = 1'-0' EXTERIOR MASONRY WALL BRG. HEIGHTS 0 8'-O' BRG. 16'-O" BRG. x\. I0'-8BRG, SQ.FT. CALC.'S LIVING 1826 50. FT. GARAGE 430 5Q. FT. ENTRY 16 SQ. FT, LANAI 88 5Q. FT. TOTAL 2302 SQ, FT. COAPONENT AND CLADDING WND LOADS BASIC WIND EV09M FOR 3 SECOND GUTS OPENINGS 80UAfE ZONE 160 LPH WND (Ni) REVIAWS AND TYPE FOOTAGE MIN. WINDOW 16 5 33.0/-44.9 CRITERIA EXTERIOR SWING 20 5 32.1/-41.9 DR. MIN. CRITERIA S.G.D. / FRDR 41 5 36.5/-388 MIN. CRITERIA 111 O.H.D. 112 5 28.1/-31.5 12'xl2' SOFFIT 1 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 8TH ED. (2023) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 09/W/23 B - DIM. VARIES r DBL. TOP PLATE m ABAR DETAIL B HDR2 DTL. SCALE: I/2°=1'-O' 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 LE65 THAN 13/8' (35 mm) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOR5 NOT LE55 THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS, 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti y a 4 goo o a a a a a a O 0 = 0 p e c B 9 a m A SUBDIEV. & LOT: ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FLOOR PLAN IIIII MPH EXP. C oo R�ND A. AB UCH RA AR NO 9 DATE- 02/19/24 SCALE: 1/4"=1'-0" SHEET Al SHINGLE ROOF FYPON BKTIIXII OR EQUIVALENT 8'-O" BRG. HGT. 1&'X62" FYPON DECORATIVE 145 SHUTTERS OR A3 EQUIVALENT 4' RAISED Trn BAND (TYP.) 0'-0" FIN. FLR. EQUAL EQUAL TO CONTROL JOINT TO CONTROL JOINT (TYP.) (TYP.) ____—_—_—_ U EQ. EQ, FYPON LV12X24 ,G OR EQUIVALENT 2D EQ. EQ. 12 5 4 �6 WAI WA I IB WAI WAI IB WAI -2 WA -=a.:--- _ _-- U WA2 8'-0' BRG. HGT. ---- - --- - -- \ LIE ------- - OPT. COAC14 LIGHT ' 9 � '.Ir--------- --- -- ICI -- - 0'-0" FIN. FLR. FRONT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT I�6 0'-O" FIN. AREA OF ATTIC 2364 SQ. FT. NET FREEVENTILAT ON AREA REQUIRED = 7/" REQUIRED VENTILATI ON AREA 236 /300 7.9B VENTILATION AREA X SQ INCHES PER FT (144) 1134.72 SQ. IN. MIN. REQUIRED VENTILATION = 5X 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SQ. IN. OFF RIDGE VENTIATION AREA 115 SQ. IN. PER VENT 567.36 /115 TOTALNOFVENTS REQUIRED = 4.93357 707ALN0FVEN75 PROVIDED = 5 "AREA OF ATTI CIS THE PERIMETER OF THEHOUSE, LESSTHE OVERHANG E(TERI OR OF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLUDED OFF RIDGE VENT 12 T. o8'-O' ERG. HGT. 1. O 1A3 (S ❑ ❑ ❑ ❑ S EILI- S 4B RAISED STUCCO BAND _L'ER COMMUNITY SPECS. (TYP.) - _ - _$Q OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH a'-O' ERG, HGT. _ 8'-O' BRG. HGT. I'-0�1 ro S 9 RAISED STUCCO BAND PER COMMUNITY SPECS. (TYP.) 0'-C' FIN. FLR. _ _ _—_ _—_—_—_—_—_—_—_—_ _—_—_ _ _—_ _—_—_—_ _—_—_ o0'-0" FIN. PLR. LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. PGT.h 8'-0' BRG. HGT m' m. RAISED STUCCO BAND—" F PER COMMUNITY SPECS. 0'-0' FIN. FLR. - TYP.) 0'-0' FIN. PLR. RIGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH -0" FIN. FLR, 2 0 \I v DECO. DTL. A SCALE: 1/2 = I' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbd#eCOPE :0PE y a a � +< � 0 0= 0 9 m 0 4 SUHDIV. & MT ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODET- 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELEVATION "D" 160 MPH EXP. C LLANMVK �aRA R NO 93723 PRINT -I DATE: 02/19/24 SCALE: 1/4"=1'-0" SHEET A2 D 1- T I - 7-- ELECTRICAL LECsEND SYMEEOL DEFINITION NOTES -e 1251 OUTLET 20 AMP SINGLE POLE III OUTLET IIOV OUTLET I/ OF OUTLET WIRED TO SWITCH GFI IIOV OUTLET SQUIPAULI (TAMPER NTSR. D WK(TAM ER NESISTA T RESISTANT nPE) H@ 220V OUTLET (4) WIRE CONNECTION FI FAULT -Q- GFI OUTLET IN ET RRUPTER SWITCH SWITCH 3-WAY OPER SWITCH 4-WAY OPER WALL MOUNTED N-0 LIGHT CEILING LIGHT © LED CLG LIGHT LED VAPOR ©� PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT, FAN I CFM PER SQ. FT. VENT. FAN W/LIGHT I CFM PER VANITY LIGHT Flxru� lSPEC'6 TBD BY BUILDER) 0 PANEL own METER BATT BACK-UP • S.D. SMOKE DETECTOR w HaRDwNRE CARBON MONOXIDE 51OKE DETECTOR Ban BACK-uP w/ HARDWIRE INTER -CONNECTED GO.�EO SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT V NATURAL GAS O ET . TELEPHONE JACK WATER HEATER IGNITION SOURCE DISCONNECT ELEVATED TO —Mfg al AFF. AIR CONDITIONING TO E 21 V N.O A/ ON DISCNECT SEE THIS SHEET TELEVISION IA — ]LING BOX OU REIR_ OTO U J-BOX BE SUPPORTED IN ACCORDANCE W/BOX MARKED AS SUCH FOR NSPECTICN CEILING B0%REQUIRED CEILING FANLIGHT C SUPPORTED IN ACCORD ACCOO RDANCE W/ BOX MARKED A6 SUCH FOR INSPECTION 24'INCANDESCENT LIGHT STRIP nnnnnn Sb' INCANDESCENT LIGHT STRIP nnnnnnnn 4B' INCANDESCENT LIGHT STRIP FLOOD LIGHT PB. PJ;NN-BUTTON FOR CHIMES •-- USB PORT • LOCATION OF TV JACKS N PHONE OUTLETS N FANS TO BE VERIFIED + HOMEOWNER PRE -CONSTRUCTION MEETING- A F T I � • ALL IS < 20 AMP BRANCH CIROJITS TO BE ARC FAULT PROTECTED. • 20 AMP DEDICATED LAUNDRY CIRCUIT ' DISHWASHER 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 PERSONNEL ON FEEDERS. • WIRING METHOD SHALL BE NON METALLIC CABLE. • THE RECEPTACLE FOR A BUILT-IN DISHWASHER 64ALL BE LOCATED IN THE SPACE ADJACENT TO THE SPACE OCCUPIED BY THE DISHWASHER WHERE THE FLEXIBLE CORD PASSES THROUGH AN OPENING, IT SHALL BE PROTECTED FROM DAMAGE BY A BUSHING, GROMET, OR OTHER APPROVED MEAN6. • SURGE PROTECTION- ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE PROVIDED WITH A SURGE PROTECTION DEVICE ISPD). i M N • GNE OR MORE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM/6) RECEPTACLE OUTLETIS) REQUIRED AND ANY COUNTERTO AND 61MILAR 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 ATTACHED GARAGES AND IN DETACHED GARAGES WITH ELECTRIC POJ,ER THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. A� - - -LANAI - - - -��� CEILING ITD, LIGHT LIVING ROOM TO BE 'PRE -WIRED INSTALLED, CLG FAN PROVIDE V PRE -WIRED BDRM.#1 J-BOX FOR OPT. FAN \\ GFI 17 CLG FAN, !-A PRE -WIRED DINING �� I 1 CLG FAN I / I ROOM j, I S.D. II� GFIR__ _®� f F (2) OUTLETS \ SWITCH IN -- Q C STACKED _ _ABINET _ - - - �' I� I � Fj GF GF1 _ GFI BATH #1 L _ - L I I GFI W.LC, v Ov REF / _D7 A OUTLET _ I FOR OPT, � � i\ KITCHEN P -N L Li nn[[llnn V i RANGE �.---CFI I / Jt�\"-`�S i�Q I, BDRM.#4 HOOD wl RE W/ W { r OUTLET FOR U FUTURE MICRO, I / ® .- L O PRE -WIRED T BD- CLG FAN J w _� II /'� �i,l RAI I� PRE -WIRED V I 1 �L GLG FAN -_- - GFI e _ 44 AFF" \ 5� P.B. FO5ii , GARAGE DOOR `LaGFu H, \\ZIAL-L MOUNTED BOLLARD \ 1- GFI LIGHT W/SWITCH IN AS REQ. ATTIC PER BLDG. \ CODE ullllI BATH #2 I --- - 'i5/GO 1 - - -- o Y �^ SFI S.D. 14a' ', �.( � CLG., , KEYLESS OUTLET J METER BDRM #2 II ( FIXTURE Z VERIFY 1( LOG_ "2 FOYER a �y); iV II iXV A IRRIGATION r A A OUTLET `J ENTRY 48AFF.I GARAGE CLG FAN ----------------------------- OFT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = I'-0' _ I I oL� I I I LED LIGHTING C SINGLE LAV. BATH "2 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALL4TION5 SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR aTH EDITIEI�S2201E 0 3). LOCAL CODES, AND ALL LOCAL POWER COMPANY FMQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHNRHLLN UNLESS NOTED OTHERWISE. POLECOMPA TRANSFORMER GRADE Ittj- I 0 I � I LED LIGHTING C DOUBLE LAV. PROVIDE 5-2/0 CU, THUN • 1% CU IN 2' CONDUIT OR 3 �410 AL, THWN + IY CU IN 2' CONDUIT OR 2/0 AL. SER. (CONDUIT TO TERMINATE ABOVE SOFFIT + OVERHANG.) COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 120/t40 vC M ELECTRIC METER IN PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY-� I' Cl SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE, PROVIDE 3 fl COPPER (CU) IN CONCRETE ENCASED FOOTER STEEL PER -I/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE FBCR eiH •2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 90 PVC EDITION (2023). CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/S" DIA X a FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.com AA #: 0003325 W W a � Z W Q S O o Q o Q p"o Q cl Q cl Q m 9 _ 9 M b H 0 Cr 3 � c SUHDIV. & LOT: ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT* 04181.003-34M MODEL- 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN V.t60 MPH EXP. C HI C sTAfrE bF O ID!{} . p R AND CHA RA A NO 93 23 DA 02/19/24 SCALE: 1/4"=V-0" SHEET �I ICONv� �'. it PLUMBING PLAN SCALE: 1/4 = 1'-O' 2' VTfR 2' VTR KITCHEN SINK W/ I/2' 1 1/2'-�/ �� AUTO VENT r\ �2• �ly, -Fd-1 v2' v2J 11/2'—A 1 21,— 1 1/2• � 2• ,' 1 I/2 WG TUB LAV 3' I I/2' I LAV 2• 2 3 WC 31, 3' 1 3 g° 11/2'-� SHWR I 2' Y WASHER 2 z' C 4" 4• TO WIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w s o Q Q Q a! o O SVHDIV. & LOT: ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C ,..1 I. 1% e �-i, R A A AB CH RA NO 93 PRINT DATE: 02 19 24 SCALE: 1 /4"=1'- 0" SHEET pI I I HVAC NOTES S LEGEND NOTE: 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER ALL MECHANICAL EQUIPMENT MFG. REQUIREMENTS. SHALL BE INSTALLED AT OR ® SUPPLY AIR DIFFUSER ABOVE F.P.E, ELEVATION. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE RETURN AIR GRILL OF NO LE55 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB a MASTIC. AND INSTALLED AS PER FBC 8TH EDITION (2023) MECHANICAL BLDG. CODE SECTION 603. SIDE -WALL OR I WAY DIFFUSER — SOLID LINE= SUPPLY TRUNK 3, ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLA55 I AIR DUCT 45 PER NFPA SOA 2-3.1 BROKEN LINE= RETURN TRUNK 4. FRE514 AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT l BALANCING DAMPER OR OBD OUTLET, OR SANITARY SEWER VENT OUTLET�. Q CEILING EXHAUST FAN 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. 1 OR OTHER MATERIALS AS PER FBC 8TH EDITION (2023) MECHANICAL CODE SECTION 603 CEILING EXHAUST FAN 6 LIGHT �� J 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 8TH EDITION C/A OUTSIDE AIR _ (2023) MECHANICAL CODE 603.1 �T THERMOSTAT __ _ ❑__ — �� — _ h� ---_ ._ ❑ h� SDI ^� JC_l Ll LJ 7. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE � PASS-THRU AIR GRILL LANAI- 14" MECHANICALLY VENTED IN ACCORDANCE WITH FBC 8TH EDITION (2023) MECHANICAL CODE SECTION 403. 6. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE 14XI4 14Xi4 RETURNED, TO EQUAL AIR EXHAUSTED., - BDRM.#1 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE I' LIVING ROOM DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO L_ RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 8TH EDITION (2023) MECHANICAL CODE SECTION 60-I. I 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. DINING IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. OM FANTECH DBF 110 DRYER BOOSTER CAPACITY 6O LINEAR FEET WITH MAX. SIX ELBOWS. � `--" 8„ �p 2xe II 12X6 F/L_ — —� 7 NOTE: i'� — ALL HVAC TO HAVE PROPER 12X8 PANS W/DRAINS SECURE STRAP TO GONC. CONDENSER — --_------�I 14XI4 10X6 ATTIC W/ (2)-3/16'X2' TAPCONS UNIT 51MPSON WB ROLL STRAP ---- 4' OR EQUAL I ---_ , 4 c�M OE IL ING O O ALL �l�— v BATH 1 x ro L PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ (2) X\i 4 CONCRETE SLAB "8XI I/4' BHT. MTL. SCREWS sucTloN AND LIQUID KITCHEN AIR SUPPLY 1 REFRIGERANT LINES CONDENSER UNIT AIR HANDLER CONNECTION TO PAD I T 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN CO2' C� -- OVER HEADFROM STRUCTURE �� EVAP. TRAY -VC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO BDRM. O PLATFORM RETURN CONDENSING UNIT 10X6 11 4' DR TRAP DRAIN LINE AND TERMINATE RR X� l YE IN AN APROVED DRAIN, AS PER _ FBCR 6TH EDITION (2023) I IJII ly MECHANICAL BLDG. CODE ,.C: SECTION 3072.4 L] �T HVAC DRAINS BDRM #3 10X6 5CORIATED NICKEL BRONZE FL. PL, BRASS PLUG FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL 5RA55 TOP CAULK 9P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYP. ) NTS COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC, CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP. N S MECHANICAL PLAN SCALE: 1/4 = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 w .abdesigngroupxom AA #: 0003325 W W � d e F a m r -A 0 SUHDIV. 8e LOT: ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181, 003-34012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN %160 MPH EXP. C CH T= ST OF L DA F�LA a ' O CRA R NO 3 DA' INT 02/19/24 SCALE: 1 /4"= V — 0" SHEET mI —00 2X4 TOP PLATE 3 OR 5 PER F R. 1/2' DRYWALL 3/5' TOP PLAN CHANNEL (25 GA.) �R BEAD PREFAB TRUSS I/2' THICK, 2 COAT S' CNu SEE 1/2, CLG. BOARD PORTLAND CEMENT 5TRICTURAL FOR PLASTER APPLIED REINFORCEMENT I/2' DRYWALL DIRECTLY TO 3 5/8' OR 5 3/6, METAL STUDS MASONATTACHED TO FILL NOTE: STUDS IN 24' O.C. 70 GA METAL TO BE CELL .as PER PARTITIONS SUPPORTING wsrALLEp IN WALLS �APPRO AL REQ. I/2'-DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/8' OR 5 caxK Aw asAL SEA ANT CABINETS AND TUB/SHOWER 25 BACKER ROD FIXTURES AND WALL GA. METAL TO BE INSTALLED CH BOTTOM WEATHER STRIP CABINETS SHALL BE NOT CHANNEL r25 IN ALL OTHER WALLS. 5TUD5 GAS uNE MOULDINCz ALL GA) SECURED AROUND (BY TO BE SPACED 16' O.G. AT 2ND d' evc sleeve FCR c,Ae uNe LESS THAN 2x4, WHERE FLOOR WALLS ADJACENT TO TO GONC p, cnH GALV. STEEL Done MANUF.) FLOOR W/ 3/4' TRACK BRACKETS 2X4 WOOD SPACED NOT MORE STAIR WELLS AND BATHROOM PAF a TO In' mow. uu. Bo. FASTENED TO SECURE BT. 5TUD5 -24' THAN 16" O.C. OR, NOT WALLS W/ TILE FIMSH WOOD FLOOR �� PLATE TO SLAB wroo 9A8E PRODUCT B PER K BTEEL W/ 106 MASONRY OC' LESS THAN 2x6, WHERE W/ 114' WOOD APPROVAL REQ VERTICAL TRACK OVERHEAD DOOR NAIL o 32' O.C. SCREW 5LIDE BY orNERs c BY MAUF. SPACED NOT MORE WOOD BASEBOARD FASTENED TO RAT THAN 24° MAX O.G. TRACK BRACKETS PFRo DUC _ APPROVvALAL REQ. I-CONC. SLAB ` FIN. FLR TYP. INT. WALL ( NON—BRG. ) D l SCALE: 3/4' -1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 SO5.I.I.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENG TRUSS MTL. DRIP EDGE _ O 2x FASCIA PER T ELEVATIONS TYP. o.H. VENTED SOFFIT � " 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. 5/8" GYPSUM B( OR 1/2' HIGH STRENGTH GLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUE5 REFERENCE STRUCTURAL PER ELEVATION �R-4.1 INSULATION III WINDOWS AND DOORS ANDSHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS - 24' O.C. E 8' CMU --- 1/2" GYP. WL. BD. �— WOOD BASE n W/ WINDOW OPENING U —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 505.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET 5NI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. " ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 8TH EDITION, SECTION R301.1.3 AND 1609.5.1. n TYP. WALL SECTION NO OPENING (-4__-�1—STORY HIP BLOCK WALL D 1 5GALE: 3/4'=F-O' NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 8TH EDITION IS 114 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4069 TYPE I II OR TYPE Iv UNDERLAYMENT, FASCIA NOTES: I. ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR R104.3.1 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 (1-1/4' X 0.051' X 0.111 HEAD DIAMETER) FOR A 2' X 4° SUBFASCIA AND THREE =ACE NAIL FOR 2' X 6' AND GREATER SUBFASCIAL. 2B GAS LINE THRU BLOCK D' SCALE; —I'-O' s GARAGE DOOR JAMBS D1 SCALE: 1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 5PF 24' O.C. MAX. WITH UNDERLAYMENT AS WITH UNDERLAYMENT AS SECURE W/ (2) 12d NAILS PER FBCR 2023 905J,l.l- PER FBCR 2023 S05.111. 9 EA. END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SM. SHEET SNI. SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE J STIFFBACK AT ALL UPRIGHTS MTL, DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX. PRE-ENG WD. TRUSS Ax 2x FASCIA PER ELEVATIONS o.H I' I ELEVATIONS PER ELEVATION ., �n� . VENTED SOFFIT VENTED SOFFIT T WALL SHEATHING CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS / THICKNESS A5 PER SEE ENERGY CODE FORMS FOR WALL SHEATHING SHEET SNI. SECURE PER - _ THICKNESS AS PER FASTENER SCHEDULE - g INSULATION R-VALUES _ SHEET 5NI. SECURE PER ON SHEET SNI - PER ELEVATION =_---- FASTENER SCHEDULE PRE-ENG. GABLE TRUSS 5/0' GYPSUM BOARD OR 1/2' - ON SHEET 5NI. HIGH STRENGTH GLG. BOARD _ PRE-ENG. GABLE TRU55 WEEP 5CREED R-4.1 INSULATION WEEP SCREED 2x P.T. SECURED PER f� STRUCTURAL DETAILS WINDOWS AND DOORS 2x P.T. SECURED PER SHALL BEINSTAL LED AND FLASHED IN STRUCTURAL DETAILS _ ACCORDANCE WITH THE - I p FENESTRATION MANUFACTURERS 4 .I WRITTEN INSTRUCTIONS 1/2' THICK, 2 COAT— - - ----- PORTLAND CEMENT PLASTER APPLIED - DIRECTLY TO MASONRY - 0'-0' FIN. FLR., n W/ WINDOW OPENING h REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' O.G. 1/2' GYP. WL. BD. WOOD BASE CMU 0'-0' FIN. FLR. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.1.3 AND 1605.5.1. n TYP. WALL SECTION NO OPENING (__5_'�1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'=I'-0- NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYI IENT IN ACCORDANCE WITH FBCR e05.1.1.1 OF THE FBCR 2023 8TH EDITION 15 #4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 w .abdeslgngroupxom AA #: 0003325 F w g T a m V w z F ry W w O o C a o a o a n a4 a � N `y-y•' 9 A� � 0 IL 3UBDIV. & LABBOTT PARK OT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL• 4EBB "1828—CALL" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C A C S ATE OIF ORDA O A UC cRA AR NO PRINT 02 19 24 DATE % SCALE: 1/4"=l'-0" SHEET 11) 1 I TOP; 2X6 PT. ® CENTER OF DOOR HEADER SECURED W/ (U 1/2' X 8' J-BOLT _. W/ 4MIN, EMBEDMENT W/ 2' k 2' X 1/8' WASHER a NUT OR W/ (2) I/2• X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT 3/4 FIT BUCK / 2X-2—'x/LI/8' W HER a N UT I/4" SHIM TO BILK W/ LJ I/4' TAPGONS 1112.EMBED„ 8' O,O, 4' END DIST., 1 1/2. EDGE DIST, - _— f m1v —IM SIDES: 2k6 GARAGE DOOR BUCK SECURED i2 W/ (5) 1/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' - X 2' X 116' WASHER a NUT. (V WITHIN , O _ 8' OF TOP, (1) WITHIN 8' OF THE BTM, (3)EVENLY SPACED. NOTES: ALL ANCHOR5 SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR rl__-�BUCK ATTACHMENT SCALE; --r- , INTERIOR EXTERIOR 3/4"X9" RECESS" 3/4" BUCK CONNECTION TO BLK DETAIL 2 SCALE; 3/2 • I'-0' 2X4rCgl SECURE TO BLOCK W/ 3/16' TAPCON$ (MIN. SHANK 512E '145 MIN, HEAD SIZE .300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END MAX SPACING. 2X6: CEKI SECURE TO BLOCK WK2) 3/W TAPCONS (MIN, SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END a 18' O.C. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPGON5 (MIN. SHANK SIZE 145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END a 18' O.C. MAX SPACING. — NOTE! SHIM AS NEEDED % PLUMB JAMB (DO NOT EXCEED I/4') LV 8' CMU VV DRYWALL CELL TO BE POURED ❑ SOLID W/ 2S00 F'51 CONCRETE REINFORCED VERTICALLY I'X4' P.T, NAILER 1/16' 0.58, X 4' MIN, DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB 3TO BLK DETAIL scaLE va . r-m• 2X4: ® 2X4: Co SECURE TO BLOCK W/ SECURE TO BLOCK 3/16' TAPCONS (MIN. W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 6' OF EACH END a IS, O.C, MAX END a IS' O.C. MAX SPACING. SPACING. 2X6: ® 2X6: CEO SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/11 TAPCONS WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 8' CMU MIN, EMBEDMENT 1 1/4') MIN, EMBEDMENT 1 1/4') I/2' DRYWALL WITHIN 5' OF EACH END 8' CMU WITHIN 8' OF EACH END 8' CMU e IS' O.C. MAX SPACING. a 18, CO. MAX SPACING, Ix4 P.T, OR 5/4'X4' MIN. 1/2' DRYWALL 112' DRYWALL SECURE THRU FRAME a I'X4' 2X8: ® 2X8: EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK ❑ I'X4' SECURE TO BLOCK ❑ I'X4' BLOCK W/ 31Ir W/(2) 3/I6' TAPCONS PT. NAILER W/(2) 3/16' TAPCONS PT. NAILER TAPCONS DOOR CASING (MIN. SHANK SIZE .145 1/I6' O.SB. X 4' MIN. (MIN, SHANK SIZE 145 DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD 61ZE 300 MIN. HEAD SIZE 300 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CASING MN, EMBEDMENT 1 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 IB' O.C. MAX t IS' O.C. MAX a IW O.C. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING, DOORJAMB 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 I/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" �/r:�ars 2X4: cm SECURE TO BLOCK W/ 3/16' TAPCONS (MIN, SHANK SIZE .145 MIN, HEAD BIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 5' OF EACH END a 18, OC, MAX SPACING. 2X6: SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END _Ly e• CMU i 18' O.C. MAX 5PACING. 112' DRYWALL SECURE TO BLOCK P.T. NAILER W/(2) 3/1C' TAPCONS IMIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH END aiellSPACING. M DOOR JAMB OR WINDOW SPAACINAX ATTACH TO 1X PER MANUFACTURES DETAILS. NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" WINDOW TO BLOCK +1 1/2" NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED 114'1 DOOR JAMB TO BLOCK +1 15/16" �WINDDW TO BLOCK +1 15/16" \_ Jam, aic 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN, SHANK SIZE .145 MIN, HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH END a IS' OC, MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2x6: ® ON OUTSIDE a SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPGCNS 3/16' TAPGON MIN. 1-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK_ MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END S. CMU a IS' O.C. MAX SPACING. I/2' DRYWALL 2X8: ® FTSECURE TO BLOCK I,, W/(2) 3/16' TAPCONS P.T, NAILER (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END a IS' 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" @Amp TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" �tiq�yalt�nw Tn AI.nrK +:t" 2X4: CM SECURE TO BLOCK W/ 1/4. TAPCONS (MIN, SHANK 512E 145 MIN, NOTE: HEAD SIZE 300 WINDOWS AND DOORS SHALL BE MIN. EMBEDMENT 1 1/4') INSTALLED AND FLASHED IN WITHIN e' OF EACH ACCORDANCE WITH THE FENESTRATION END a I8. O.C. MAX MANUFACTURERS WRITTEN INSTRUCTIONS. SPACING. 2X6: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') WITHIN 8' OF EACH END a 10, O.G. MAX SPACING. 8' GMU 2X8. ® 1/2' DRYWALL SECURE TO BLOCK I'X4' W/(2) 1/4' TAPCONS P.T. NAILER (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 7/1W 0,5,15. X 4' MIN, MIN. EMBEDMENT I I/4') WITHIN 6' OF EACH END DOOR CASING a 16. O.C. MAX SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4,1 DOOR JAMB TO BLOCK +3 7/16" TO BLOCK +3 7/16" �D�OW 2X4: ® 2X4: SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN S' OF EACH END a IS' OC. MAX END a 18' OG. MAX SPACING, NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE a SECURED 2X6: ON OUTSIDE a SECURED SECURE TO BLOCK THROUGH NON -STRUCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL S 3/16' TAPCON MIN, I-I/4' I/4' 3/I6' TAPCON MIN. I-I/4' (MIN. SHANK SIZE .1 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. SHANK .145 I .MIN. SHANK SIZE .145 MIN. SIZE EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 HEAD SIZE 300 MIN, MIN. EMBEDMENT 1 1/4') g' -MU EMBEDMENT 1 1/4') LF WITHIN 8' OF EACH END WITHIN 8' OF EACH END 8• GMU a IS' O.G. MAX SPACING. 1/2' DRYWALL a 10, O.G. MAX SPACING. 12' DRYWALL 2X8: ® I'X4' 2X8: ® I'X4' ❑ SECURE TO BLOCK P,T. NAILER SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING W/(2) 1/4' TAPCONS 4' (MIN. SHANK SIZE .145 (MIN, SHANK SIZE .145 I' P.T. X MIN. MIN. HEAD 512E 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 11/4') 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT I i/4') DOOR CASING WITHIN 8' OF EACH END MEMBER W/(2)12d WITHIN 8' WITHIN 5' OF EACH END A IS' O.C, MAX OF EACH END a 6' TO 8' O.C. MAX a 16' O.C. MAX SPACING. 6PACING. bOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. 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" l�t�nw Tn At nrx +s" TO BLOCK +3 3/4" ��OW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.a bdesigngroupxom AA #: 0003325 W W O o 0 m O Q Q 0 aQ 0 a. o m B ti B d lik C9 9 A SVBDIV. & LOT: ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT* 04181.003-34012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C ARCHIT T STA OF R(IDA � A t R A UC4CRA AR NO 24�� DA 02/19/24 SCALE: 1/4"=1'-0" SHEET D 2 I I II 1_7_ T CODE PRODUCT APPROVAL LISTING SHINGLE (STANDARD) PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE FL # MANUFACTURER CATEGORY DESCRIPTION VOERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 16103.1 PLY -GEM WINDOWS WINDOWS SINGLE HUNG NON -IMPACT 2023 FBCR 11/30/2026 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12J31/2024 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 11473.30 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 12/31/2036 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31J2024 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 12J31/2024 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 12/31/2024 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31j2024 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 12/31/2026 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2023 FBCR 12/31J2024 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 16644 - R7 ALPHA ALUMINUM, INC. WALL PANELS EXT. SOFFITS 2023 FBCR 7/10J2033 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 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2023 FBCR 8/27/2027 15332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2023 FBCR 12J31J2024 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 567E-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/37./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 12/31J2024 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 12/31J2024 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite 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 12/31/2026 13192.2 JAMES HARDIE BOARD PLANK 2023 FBCR 12/31/2026 13223.2 JAMES HARDIE BOARD PANEL 2023 FBCR 12/31/2026 19901.1 JAMES HARDIE BOARD REVEAL 2023 FBCR 12/31/2026 13265.1 DAMES HARDIE BOARD SOFFIT 2023 FBCR 12j31/2026 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 1/1J2025 17188-115 MID -STATES ASPHALT & CANT STRIP, INC. ROOFING UNDERLAYMENT 2023 FBCR 11/2J2025 41886.1 MI WINDOWS &DOORS SINGLE HUNG - 2023 FBCR 9/27/2027 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 (8[h EDITIONS 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: 407-774-4078 www.a bdesigngroup.com AA #: 0003325 E; ma a r � a m � 0 8 1L 0 2 � A StJHDIV. 8c LOT: ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 Pi20JECT# 04181.003-34012 MODEL: 4EBB "1828-CALI" GARAGE 9WINCi: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C D 3_j " SCALE: 1/4"=1'-0 SHEET PREFOM-TED CONTROL JOINT i I' THICK, 3 COAT CEMENT FLANGE OF CONTROL JOINTS TO \ PLASTER BE WIRED TIED TO LATH m 1' WRB LAYER -2, FORTINBER " O.C. MAX (VERT.)- NOTE_ DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH N' LEG MAY BE USED TO TEMP. FASTENEPPD BT' (VERT.) O.G. MAX SCURE CONTROL JOINT AT 5UEORT5 DURING IN6TALLATION WRB LAYER -1, FASTENERS TO BE SPACED STUCCO WRAP O.G. MAX VERTICALLY WOOD SHEATHING LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM GI063 \ PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO 8' \ FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE_ I. FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 15) 0.0415' WIRE 3. BLOCKING 6HOWN MAY BE IN ADDITION/ \ TO WALL STUDS REOUIRED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD INWA— PT. A O I. FOLD INW4RD . PT. A ®WLD 1. CREASE . PT. B FOLD .45 OI. FOLD INWARD • O I. FOLD IWLAI� . PT, 4 Pi. 4 T. CREASE . Pr. B j. CI@ASE 3. C1�49E . Pf. C 4, FOLD PT. C OVER PT. B TILL Pr. c TPKHEa BOTTOM RAWE I n • „' BOTTOM NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' 0 VERTICAL LAPS (ROLL END5) + 6' ® HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' WITH FORTIBER SHEATHING TAPE \ LAP . HETAL LATH \ fX X X X I X X X METAL LATH 1 � -1,, WRB LAYER � STUCCO WRAP 6' HIN PAPER LAP BELOW ONLY / WRB LAY'2, FORTIFIBER BUILDINGER PAPER / ALL LAP 2 APER LAP SCALE= I I/2'=I'-0' VERTICAL LATH & PAPER DETAIL WOOD NOTE, 6HEATI 51DE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO BUILOI' FRAMING MEMBERS. PAPEF THEY SHALL BE TIED BETWEEN SUPPORTS UATH 0.0415-IN. (12I-MIN) STUCC( WIRE AT INTERVALS NOT MORE THAN 9'(229-MM). AS PER ASTM C1063. ® KICKOUT NOTE; FOR REPAIR OF TEARS /y T B LAYERS, TEARS D E T I 1 1i �( MAYY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL s STICK FLANGE WATER TIGHT m-, FOLD, 22 NOT i' THICK, 3 COAT CEMENT L PLASTER <IRW 1 IR3 COAT CEMENT PLA TER 1-1 WRB LAYER 4, FORTIFIBER U BUILDING PAPER 1— GNLYI WRB LAYER STUCCO WRAP (FRAME ONLY) LAP LAYERS 6 BUILDING LLRAP OYER NAILING FLANGE, STOP gll� /� K' ABOVE SHINGLES TFW IE GNLYT 6 fRAf1E GR CMJ EXTERIOR \ F \ hN I I \ fKl�—T FLASHING(6EE xa DETAIL)17 yj SHINGLE ROOFING) DPoP EDGE OVERLAP 3'. EXTEND A BELOW CHWJI MECALLY FAS- TEN 4. 00. HAX. NOTE: INSTALL FLASHING AT BOTTOM CF ROOF < WALL IMERBEOTIONS 4'x4' SELF -ADHERING MEMBRANE NG P —\ FLASHI(COMATIBLE W/ HOUSE WRAP MATER[AL)OVER 4- APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LE65 PIPE / PENETRATION 6'x6'6 ELF-ADHERING MEMBRANE FLASHING (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— SELF -ADHERING MEMBRANE \ FLASHING CUT AND OVERLAP ONE SIDE OF OJTEP 1 SEL .S� FLASHING -ADHERING MEMBRANE THICK, 3 COAT CEMENT PLASTER WRB LAYER 9, STUCCO WRAP METAL LATH WRB LAYER -2, FORTIFIBER Wry LAYER L, FORTIFIBER ___ BUILDING PAPER BUILDING PAPER - METAL LATH WRB LAYER -1,6'x6' SELF -ADHERING MEMBRANE STUCCO WRAP i FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE \ IN FLASHG OVER APPROVED WOOD SHEATHING INSTALL FASTENERS (CLIPS, HOUSE WRAP. STRAPS, STAPLES) AS - FLASHING TO EXTEND ONTO PIPE REQUIRED TO SECURE 4'x4' SELF -ADHERING MEMBRANE PIPE/ WIRE TO FRAMING "— / FLASHING OVER APPROVED HOUSE WRAP. -__ - FLASHING TO EXTEND ONTO PIPE OF SEALANT INGONT.BEAD INSTALL APPROVED HOUBEWRAP AIR 1 j INFILTR�--�- BARRIER OVER SHEATHING -. SHEATHING �-<�- �\ ELASTOMERIC COATING OVER STUCCO/ C.v, FINISH (SEE TYP WALL SECTION) HORIZONTAL LATH & PAPER DETAIL )CC) SHEATHING R CNIU 215 LAYER #I, UCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT .ASTER(FRAME), I/2" 2 COAT MENT PLASTER (CMU) °-TAL LATH (FRAME ONLY) >P WRB 4 TAPE OVER DOF/WALL SCREED K5" V TYPE CONTINUOUS �LV. METAL FLASHINCs AIL TO ROOF DECK, NOT >LL SHEATHING) 4P SHINGLE - DO NOT NAIL, STALL WITH ROOF CEMENT �OF PER ELEVATIONS r� "L" FLASHING N,T.S. SECTION PER SECTION R703.7 Exter w lethIng and Plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 928-18b. Installation of exlenor lathing and framing shall comply with ASTM C 1083-19a, or ASTM 1787_ NET�RATfON 1DET/41L (FiR,4i IE) LEGEND DR141N,4GE PLANE (WRB L,4'''ER #I, STUCCO UUR,4i=) UJRB L,4TER #2 «ORTIF:IBER -'- - - BUILDINCx f=APEF) METAL LAIN x x x x STUCCO II - _ _ UJOOD OR 7/1r II ZIP UJALL 5I-4EA74NCz SELF-ADHESIVE FL,4&41NG - - - - - — NOTE: METAL LATH: LATH TO BE PER SECTION Ri03.T•1 / ASTM C10(o3-2018B, MIN, 2-E, LBS, PER SQ- Y4RD (UTILITY' OR NOMIN,4L LATH DOES NOT MEET SPEClFlCATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 .14 R W ti U wcl UU (QQY 0 O p Q pp C Q p� Q Q @ O m B c 9 c c N 0 9 9 0 R ti � C 9LI33DIV. & LAT• ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C INSTALL 6' SELF -ADHERING MEMBRANE FL45HING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM 2 SIDES 3. TOP VENT CAP 15 TO BE SET IN BED OF SEALANT AT TOP AND X SIDES ONLY. SEALANT IS TO BE I _ - TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. X E-Z BEAD ALL AROUND /- VENT -APPLY SEALANT ALL - , i III X I JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD �;' NON -MOVABLE FRAME AND STUCCO - ON ALL 50ES, 4' CAULKING o JOINT ALL AROUND I PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-18b. i X Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER "I, STUCCO WRAP - I HOODED VENT X � . \- THICK, 3 COAT CEMENT X PLASTER METAL LATH WRB LAYER "2, FORTIFBER BUILDING PAPER WOOD SHEATHING 6 DRYER VENT (FRAME) LEGEND - DRAINAGE PLANE (LURE LAYER `I, STUCCO WRAP) LURB LAYER #2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x WOOD OR _1/Iro" ZIP WALLT SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION RT03.7.1 / ASTM C10ro3-20188, MIN, 2.5 LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC, METE{ VERIFY LC FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FL,4SH INn UNIT PREMANUF. DRYER vENT CAP (SET IN CONT. SEALANT) -SEALANT g I k 1nvJ� TOP a SIDES �B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPE UNDER 'QUICK FLASI ___�VENT PENETRATION SCALE+ N.T.S. H7=C IV 7�_=IyC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC METER INSTALLATION METER FIELD :Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC- SOGYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC, WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD 5HEATHING— HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER &0 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTER5ECTION5 &TEP 1*I STEF #3 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/6' TEXTURED CONSTRUCTION �_--FINISH WOOD FASTEN TO WOOD STRUCTURAL MEMBER " 1' O.C. MAX 8' cmu TO )' MID -WALL WEEP SCREED zd - LQ 6' WIDE STRIP SELF ADHE5I1 FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH " MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) V WRB LAYER "I, STUCCO WRAP CUT 'X" INTO \: SELF -ADHERING X /'\ MEMBRANE FLASHING APPLY $ELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 5TEF #2 WRB LAYER "I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP Je WRB LAYER "2, FORTIFIBER BUILDING PAPER &TEF #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TEf= #5 5TEI= *& OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J W y d w �Q � O p Q pw Q Q p0. Q a4 B 0 0 9 O 0 p p 9 9 i W 0 9733DIV. & MT' ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 ' , F I I -- ? I - -- -T --n I - LIE] G�N1) DRAINACxE PLANE (UJRB LAYER #1, STUCCO WRAP) WRB LAYER #2 (FORTIFIBEIR — — — — -- BUILDINri PAPER) METAL LATH x—x—x—x STUCCO L__.. WOOD OR 1/1ro" ZIP WALL TL L SHEATHING 5ELF-ADHE51VE FLASHINCx — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.7.1 / ASTI"f C1Oro3-2O18B, MIN. 2.5 L38, PER 60. WARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) CORNER BEAD !FASTENER 4 SPACING S l" O.G.) CMU 41/2° THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 r a a � � w IL a e W C C m C N C ti y 4 SU9DIV. & LOT: ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 I-ROJECT# 04181.003-34012 moDEL: 4EBB "1828-CALI' GARAGE SWING: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C CH T� ST OF O D RA CRA ���AR A NO� DATE 02/19/24 SCALE: 1 /4"= l' - 0" SHE�ET� �� V V //�q L�l 3 411 LEGEND DR,4INAGE PLANE (WRB LAYER d1, STUCCO WRAF) WRS LAYER *2 (FORTIFIBER — — — — BUILDING FAFER) METAL LATH x—x—x—x STUCCO WOOD OR �/16" ZIP WALL rTl'1% SHEATHINCx SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R"703.7,1 / ASTM C,10&3-201a58 MIN, 2.5 LBS. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION -------- BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER -1�- WEATHER RESISTIVE BARRIER 4 // \ SIDING—_" W bXREjVELAyP SELF -ADHERING 6' SELF -ADHERING I FLASHING FLASHING y -� \ ' >g WEATHER RESISTIVE BARRIER 4 STARTER STRIP / \ \ \ - WEATHER RESISTIVE / BARRIER -2 D NOT CAULK OR SELF -ADHERING -/ SEAL OPENING I FLASHING GALVD METAL \ _ GALV'D METAL Z' FLASHING FLASHING ---- DO NOT CAULK OR I Ya' X 6' SIMULATED __ _ - SEAL OPENING WOOD TRIM MEMBER _ STUCCO CASING .. vBEAD I Y' X &' SIMULATED - WOOD TRIM MEMBER \ SEAL GAP W/CAULKING :OR APPROVED SEALANT "'- STUCCO CASING BEAD SIDING TO STUCCO C BLOCK TO FRAME TRANSITION i J A WOOD CONSTRUCTION \ BEYOND V WOOD SHEATHING WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER •2 s ' X TYy' LAP 91DING / // \ 6' 5ELF-ADHERING ll�&' REVEAL OR /� I FLASHING BOARD 4 BATTEN 1 W &'SELF -ADHERING 4 WEATHER RESISTIVE FLA5HING y \ BARRIER F / \ \ _ WEATHER RE515TIVE STARTER STRIP \ \ BARRIER `2 DO NOT CAULK OR 1 I \ 0/16' SELF -ADHERING SEAL OPENING I FLA5HING \ GALV'D METAL GALV'D METAL ff - I 'Z` FLASHING FLASHING - DO NOT CAULK OR HARDIE TRIM PER SEAL OPENING ELEVATION STUCCO CASING k - - _ \ HARDIEION TRIM PER ELr --' SEAL GAP W/CAULKING / OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F w s a a a a o r � 4 9USDIV- 'k LOT ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL: 4EBB "1828- CALI" GARAGE SWIXG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C A. Al NO DAR E 02/19/24 SCALE: 1/4"=1'-0" SHEEE�TTA VV4 -- I I -. --.. i � Ir I I-�T"l"- 11 -,-- -- 1 , 1 T---11I-T I I AVAILABLE SIZES MOUNT&O CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY 4', 6" AND Itl ALIGNED. VENT PIPE IS SEALED IF UTILIZED, NAIL IN PLACE SHOWN IN 4" GALVANIZED USING 1"1W NAILS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE PREPARATION OUTER EDGE AND AROUND THE ENTRE PERIMETERAS CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE WTH THE CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS CONSTRUCTION ZONES. USED, SIZE THE VENT OPENING IN ACCORDANCE MATH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTE-11 S. DO NOT CUT INTO TRUSSES OR RAFTERS AHEN CUTTING THE OPEN NG I N THE ROOF. Fm NO REMOVE INTERFERING SHINGLE NAILS THE THEAROUND NALING OF THETE VENT LAYB FLATOPETO THE THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE t TOP AND SIDE FLANGES OF THE VENT UP AND UNDER ALL—FTHESTNGLES. OM VENT FLANGES TO LAY ON THINGLEE THE TOP OF THE SHINGLES. IF —IF— E o� ROOF HOOD VENT DETAIL SCALE: NITS CUT HOUSEWRAP AT 4 ' ANGLE 135, MODIFIED 'I' CUT tT* IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL STEP I INSTALL 6- 6ELF-ADHERING FLASHING OVER NAILING FLANGE JAMB5 EXTEND FLASHING MIN 1' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 6 TEMPO FOLD-1 -IMSEI TUCK F et PEA FOLD IN AT SLOP? INSTALL 6' SELF -ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING * FLASHING I' MIN I BEYOND JAMB FLASHING l INSTALL VINYL.1-1 CAP AEPHALTPLAETCCEME MOLDED AROUND BASE PIPE ANDOVER FLANGE ALIGN FLASHING W/ INT. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TF FLASHING AT THE FOLD HOUSEWRAP DOIUJ t TAPE DIAGONAL CUT ACROSS HEAD OF WINDOW I I MIN ASPHALT SATURATED FELT SHINGLE COURSES LAID OVER UPPER PORTION OF FVNGE PIPE _ NEOPRENE SOOT t� PLUMBING VENT DETAILS IF'PLY tg' NOM.— :ONTIN000S BEAD >F SEALANT AT AMES AND HEAD PPLY TO BACK C HNDOW NAILING LANCE IN LINE W/ RE -PUNCHED IOLE6 OR SLOTS. INSTALL 6' WIDE ADHESIVE - BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (FROTECTO-WRAP 5T-20XL o EQUIV) STEP 7 STEP 8 '``r� WINDOW FLASHING - INSTALLATION DETAILS 1� (FULL WRAF) SCALE: NTS STEP 4 STEP 9 FLASHING OVER JOINT 36-WOE 4—HINGO FASTNERS WITHINEN "OFCENTERLINE EXTRAFASTNERSINUNDERLAVMENEND OF SHINGLET END F AST12 SHNGLE ASPHAVALEASTI2"BEYOND ROOFIVALLEY CENTERLINE CEMENCORNER AT 4E DEGREES " -SHINGLES TRIMMED 2" BACK FROM VALLEY CENTERLINE N. IT THE CONTACTORS RESPONSIBILTT TO VE.RIFT ROOF VALLEY DETAIL THE CAI'IPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANT9 /SELF -ADHERING SCALE: NTS FLASHING MATERIALS USED DURING CONSTRUCTION 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN 51-ECIFICATION6 WARNING, SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE - CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: II REPAIR SCHEME SHOWN SHALL BE ,1 IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE; I\ �� SEAL ERIOR PERIMETER OF WINDOW WITH SEAL ANT APPLY 061 H2U (O EQUAL) SEALANT a WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANDO WHITE -SEAL RC-6E OR EQUAL). SLOPE SILL TO EX NOTE: L IT 16 THE CONTACTORS RESPONSIBILTT TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS t SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. FLASHING AT EXTERIOR WINDOWS AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S IN6TALLATION INSTRUCTIONS AND APPROVED METHOD 1.1 OF FBC R103A 11 IN ACCORDANCE WITH FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTION5. 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.abde igngmup.com AA #: 0003325 C: Ti TV O V IB V W� tK U pp pp p� M A sUBDIV. & LOT: ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LIS a a 6A R NO 7 PRIN02 19 24 DATET • / / SCALE: 1 /4"=1' - 0" SHEET WAS / \ 1/0' TEXTURED / A / FINISH o wool,, 1/2' TEXTURED - - --- -- 2x6 SUB-BAND-IETAL FINISH s CMU W/I"x4" NOTCH LATH -���--� / END, WRAPPED IN METAL FASCIA WRAP WOODS EATHING x x r x ' PEEL 4 STICK OR cMu _ I x x WRB LAYER "I, x xI x x < x x - I DRIP EDGE STUCCO WRAF(FRAME ONLY) . ,, n WRB LAYER'2, FORTIFIBER a -- I S" TEXTURED ••-•• - -- BUILDING PAPER ,, _ x a a (FRAME ONLY) FRAI"E OR CMU FINISH a WOOD 2x6 sue BAND x FELT PAPER 1/2" TEXTURED n RooFINc,CEMENT x x y x FINISH a CMU b ; DRIP EDGE x x r. x x_ x DRIP EDGE �� x x �v METAL FASCIA WRAP Ye" FROM ®F� �� METAL KICK OUT j (REFERENCE POINT ONLY FOR WALL OFF STUCCO, I" FROM SET OF COMPONENTS) WOOD WALL \ WALL METAL FLASHING, WRAPPED EXTERIOR �o (FRAME OR CMU) MIIN. Y4" ABOVE BOTTOM OF DRIP EDGE �v NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY vv ROOF KICK OUT REMOVED �� 2x SUB -BAND la FOR CLARITY W/tY2'x4' NOTCH END, WRAPPED IN ROOF DECK (BEYOND) ` PEEL 4 STICK ROOF CEMENT a DRIP EDGE, I" OFF WALL ROOF EDGE !l " �% / z `' NOT INTO STUCCO) OMITTED FOR CLARITY �T/S" TEXTURED FINISH 15, \ Wool,, 1/2° TEXTURED SUB BAND DETAIL C WALL FINISH a CMU / 2xw SUB -BAND W/I"x4" NOTCH 'a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT s 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/�V2"x4" NOTCH � END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ 2'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 E; � � s � a m a e a, 0 V g p op 0 0 o M F a M Q 0 9UHDIV. & LOT• ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROTECT# 04181.003-34012 MODEL: 4EBB "1828-CALI" GARAGE 9 WING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATES #5 BAR, 171NDICATES 46 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", W. =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 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2023 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4XW1.4 OVER GENERAL 312" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 1 8" SEE PLAN 10" - (2) #5's FM-12x16 12, CONTINUOUS 16" (2)#5's FM-12x20 12" CONTINUOUS 20" (2)#5's (+)0'-0" FMC-12120 12" CONTINUOUS 20" (2) #5's VARIES F-24X24 24" 24" 1Z' (2) #5's (2) #5's (-)0'4" TF-12X12 12" CONTINUOUS 12" (1) #5'. (-)0'-012" SEE DETAIL 12 ON SHEET S1.1A FOR EXTENDED FOOTER 10UNDATION PLAN :ALE: 1/4"= 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F 14 14 K o aQ a a a Aa @ tm ti 0 SUBDIV. & LOT: ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARC T ST OF RID qg IN�:)�3 J<bR CRA DAB 02/19/24 SCALE: 1/4"=1'-0°, SHEET s t MIN. EACH WAY MONOLITHIC FOOTING - �.J - STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND STEEL REINFORCING IN GROUTED ¢ _, CELL SEE PLAN FOR SIZE AND ddd d - _ I SPACING REQUIREMENTS _ I _ o SPACING REQUIREMENTS I GARAGE DOOR RECESS w FM " go m° � a l I CORNER BARS, SAME SIZE AS LARGER BAR w B" ° " m r 8" CMU WALL ° IN FOUNDATION WITH 30" LEG EACH N m � 8CMU WALL F WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB , I I -I MATCH AMOUNT OF CONTINUOUS BARS CURB FOR �.-'�:—',�—'. < TOP OF SLAB ,__-�__�_-^•—• I CONTINUOUS STEEL MONOLITHIC \`-k MASONRY UNITS SET <, { SEE SLAB SCHEDULE - VARIES SEE SLAB SCHEDULE TOP OF GARAGE � FOOTING REINFORCEMENT SEE SCHEDULE '/`.� �:o, AT ELEV: EXT. PORCH SLAB BAR SIZE 48 BAR DIA. 4" CHAMFER(1STORY) � ° 0'-0" W/ ISOLATION 16" a 6" CHAMFER (2-STORY) EXT. PORCH SLAB 4" CHAMFER (I -STORY) W/ 1/2" ISOLATION WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING N2 JOINT (WHERE APPLICABLE) i • #q 24'. 6" CHAMFER (2-STORY) JOINT (WHERE - • ° • DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST z s SEE scHEDULE #5 39, FOR WxD, BAR SIZE AND BAR QUANTITY #6 APPLICABLE SEE SCHEDULE ) FOR MD, BAR SIZE - AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" 42" � MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERcOR3MONO-FOOTING 2 EXTERIMONO -FOOTING- 0' 3 CORNER BARS DETAIL E.a4'=1'-a' DOOR OPENING 4 scAL:3/a"-r-o' - GARO LAP TOP PLATE A MIN. OF 48" LAPTOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON AND NAIL Wl 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2.4 OR 216 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING S PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE o NEW REINF. BAR a SECURED W/ Z-PART No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. 2" CAPPED g EPDXY. MIN. EMBED 1/2"x9" WEDGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. 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/1 Dd MASONRY W/FLANGE BASE i o FOLLOW ALL MANF. rc SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. NAIL 12" O/C STAGGERED. ADDITIONAL METAL USE AND PREPARATION OF BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT REQUIREDWHEN HOLE. COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w IS PRESENT. �+ SECURE FLANGE TO SLOB W/(4) 1/4" X 2 1/4" o } O x 3" Q SEE SLAB SCHEDULE SLAB SCHEDULE ? TAPCONS o mQQ� > +_0'-0" [SEE = Q TOP OF SLAB - _� ° TOP OF SLAB 4"CHAMFER (1-STORY) 6" CHAMFER (2-STORY) EQ. EQ. SEE SCHEDULE EQEQ_ SEE SCHEDULE FOR W D, BAR SIZE FOR Wx D, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY ^ BOLLARD MONOLITHIC FOUNDATION � INTERIOR CURB FOUNDATION WOOD WALL $ INTERIOR C URB FOUNDATION WOOD WALL 1 1 U SCALE:3/4"=1'-0" (,l`Jl UPLIFT) UPLIFT) SCALE:3/a'-1'-0' -(NO SCALE:3l4''=1'-a' (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL CMU - #4 REBAR @24" O.C. @ CENTER OF LAP TOP PLATE A MIN, OF 48' w SLAB AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED z ¢ z NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z a WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO _q PROVIDE DBL. TOP PLATE \ SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. a j III 4" CONC., REINF. W/ s n - z 6"x6" #10 W WM ON ADDITIONAL METAL - ° ( 5-MIL POLY ETHYLENE CONNECTORS NOT - it 8" CMU WALL w VAPOR BARRIER ON REQUIRED WHEN NO POURED LINTEL CONT. (TYP.) i iw^ WELL -COMPACTED UPLIFT IS PRESENT. - 0'-0" . 8 CMU FILLED CELL (TYP) '- x > I CLEAN FILL TERMITE `' - TOP OF SLAB a I TREATMENT SHALL BE !!l���SEE SLAB SCHEDULE °- SEE SLAB SCHEDULE 2X WALL FRAMING 1/2 DIA. SIMPSON STB2 BOLTS 5" ';' MINIMUM EMBEDMENT INTO { u BORA-CARE ` CONT. #4 REBAR "ISOLATED GROUTED CELL, 4" FROM ENDS AND f TOP OF SLAB g COLUMN PAD CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX (2) #5 REBAR ON CHAIRS POURED MONOLITHICALLY WITH • ° • -�--•- FOUNDATION AND SLAB SEE SCHEDULE 12' MIN. DEPTH INTO z COMPPSF ACTED S VIRGIN 601E OR 95 % L_ IL „ SEESCHEDULE FOR MD, BAR SIZE FOR wxO, BAR SIZE AND VIRGIN OR ENGINEERED SOIL �> AN. BAR OUANTITV BAR QUANTITY SLAB HEIGHT LESS THAN 3-6" 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 e 9 I V 12 2 I I SCALE3/4"=1'-0" `� SCALE:3/4"=T-0" (NO UPLIFT) SCALE:314"=1'-D' SCALE'3M`T-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.B'Ides ign grou p.com AA #:.003325 W Q a � � a 14 A � m O SUHDIV. 8e LOT: ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP, C I A. A NO DATE: 02/ 24 SCALE: 1 /4"=1' - 0 SHEET Sl.IA 101-01, U 11 ILL� 1 .11 Ell E O m + -7r— �2 zo O of c? o? o? co o C? fV C9 S T-6" 2'-4" 10'-6" 191-0.1 DOWEL PLAN SCALE 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 FIE iwml O Q 'I'l2i'M r—slumxv. & T ABBOTT PARK LOT#34 BLK:l PHASE.- 3 PROJECT# 04181.003-34012 MODEL 4EBB 1828—CALI" GARAGE SWING: RIGHT PAGE: DOWEL PLAN %160 MPH EXP. C L_.�w jCHWT; STAOF EYDA ' AND �JCRA R uc �4 �A 9WV2 DATE: 02/19/PRINT 24 SCALE: 1/4"-1'-0" SHEET St. 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W110" HOOK GROUTED BOND BEAM M1 VARIES PER ELEV. -"'---I'� CLEAN OUT REQUIRED FOR INSPECTION m � I O m 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" ga #4 24" m Q #5 30'' #6 36" #7 42" HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" - _ STEEL REINFORCING IN GROUTED ---- -- g CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS m� e -_,t_ - b 8" CMU WALL TOP OF SLAB -4 a TOP OF SLAB SEE SLAB SCHEDULE G.: EXT. PORCH SLAB 4"CHAMFER (1-STORY) BAR SIZE 48 BAR DIA - W/ 1/2" ISOLATION 6"CHAMFER (2STORY) #3 18"- JOINT (WHERE • #4 24" , APPLICABLE) MATCH STEEL #5 39 6" PVC CHASE REINFORCEMENT PER SCHEDULE #6 36 6"PVC CHASE THRU FOOTING THRU FOOTING ' #7 42" MATCH STEEL REINFORCEMENT SEE SO EDULE FOR MO, BAR SIZE PER SCHEDULE ANO BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE. 3/4-1'-0" #5 BARS ■ a•' � •_o• ■ 0 • CMU UNIT DIMENSIONS Q ARE NOMINAL SIZES O m MASONRY SYMBOLS SCALE. 3/4"=1'-D" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde igngroup.com AA #: 0003325 W a F y e F3 u g w O 0 0 0 0 8 8 zO svHDIV. as LOT: ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT+ 04181.003-34012 MODEL• 4EBB "1828-CALI" GARAGE S VfMG: RIGHT PAGE: DETAILS 160 MPH EXP. C R J�123 CRa DATE- 02/19/24 SCALE: 1/4"=1'-0" SHEET St.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. _ CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od 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, A77" ° 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B, = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH IT OS = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (SIZE P-I) W,xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1)#5 NIA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES E 8F16-iT/OM/OB__8F16-1T/0M/0B-_ 8F16-1T/0M/0B o % u �7 i GT 8F16-lT/0M/0B Ae e� A 7 ffi � II fi o d %� g yi A 8F16 MINAT/0M/lB IT-4" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ith y d 9 p r � O sUBDIV. & LOT: ABBOTT PARK LOT #34 BLK 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCH T STATEOF i R A A AB CRA AR NO 3 PRINT 02 19 24 DATE: / / SCALE: 1 /4"=1' — 0" SHEET S 2 - �. #5 CORNER BAR W/ 30" LAP FOR EACH - COURSE OF BOND BEAM. VERTICAL REBAR W/ 10" HOOK -� - 3a•rvalcgL #5 BAR IN BOND BEAM J CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP B'W" m 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 PLACE STEEL HEIGHT. -_ REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TIP. 8"x11" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ` COURSE OF BOND BEAM ISOMITTED AND A LINTEL IS PLACED. THE STEEL / /\ 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. / �a 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DBL. BOND TOP Of / ti ee BEAM W/(1)#SBAR _ BOND BEAM EACH COURSE Bx8 BOND BEAM TOP OF • OQE���G W/(1)#5 BAR -:y- BOND BEAM ' F F FILLED W/GROUT _ ' �aN'o U = UNFILLED GROUT SOLID FROM - --TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2ND BOND SEE NOTE 5 n WIDTH I BEAM COURSE BEAM, IF FILLED LINTEL. - tq`�Eo 16-1 E-CAST CONCRETE T/1 M/0B eN ELW/BAR LOCATED PER # OF #5 BEAM SCHEDULE MASONRY HEIGHT �''S,TOP -L BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -iT/i MNB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM SCALE 3/4"=1'-0" ANOXFXX-IT/OM/OB INDICATES A SINGLE BOND BEAM PACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 4 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE 300 MIN EMBEDMENT 1 'III, 1/4") 8" FROM EACH END AND lilt, 18' O.C. MAX. MIN 1-114" EMBEDMENT 8 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST 114 OR DRIVE PIN (MIN SHANK WINDOW SIZE. 145 MIN HEAD SIZE 300 SILL - MIN EMBEDMENT 1 1/4"18" - _ SLOPE FROM EACH END AND 18'' O.C. MAX. MIN 1-114" m - EMBEDMENT 2x8 (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 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMU EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION � ARCHWAY FRAMING DETAILS SCALE: 1 1/2"=1' D" 5 SINGLE #5 CORNER BAR, 30X30 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 7 SCALE: 3/4"=1'-D" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F W pZTd- a � Z a m o Q o a o a a a e N B C C ry cV O 3U331DIV. & LOT• ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C /V aA NO PRINT 02 24 DATE: /19 / SC ALE: 1 /4"=1'— 0" SKEET 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 8U8 818-08 /16-1T/OB /20-1T/OB /24-1T/OB /28-1T/OB /32-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8'17 8A6.1T 8120-1T 8124-1T 8/28-1T 8132-1T 8/8-1B /16.1T/1B /20-1T/16 /24-1T11B /28.1T/1B 132-1T/1B 8/8-2T 8/16-2T 8/20-2T 8/24-2T 8/28-2T 8/32-2T T-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-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 3sas 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 Soso 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 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7665 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2560 3123 3686 4249 5' 4" PRECAST 411 411 6-4- PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 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 6648 5776 929 2080 2593 3107 3620 4133 6' 6" PRECAST 692 1139 3227 3031 3707 4383 5061 6-4- PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 T-6" PRECAST 570 938 2498 2206 2698 3191 3685 T-6" PRECAST 303 534 T-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 2818 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 388 487 1247 1767 1904 2163 2028 10' 6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 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 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 121G 1596 2048 2686 3177 440 940 1300 1560 1314 1476 13' 4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13' 4" PRECAST 308 303 393 484 575 645 414 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 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-B" 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 164- 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 137 226 290 359 428 497 165 550 784 992 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 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 455 581 687 793 -MLL VFiLVCO Immmm mo I n r- LCOOCR r mun, ,,,rr-LVMV IIiDLCO DT IiVHLI IT 111111 CV I I I1111, LV I 1 OMIA I LV 10 CVI I IVIV -rr[CI,iOI rr[VVVV IO DT VirTCINO IV MCC VTX 0, 11 Cu MDV VC 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 www.abdesigngroup.com AA #: 0003325 w y a g Q m o � a A C, �a C, o 0 0 a 9 M � 9 Z � A svBDrv. & LAT• ABBOTT PARK LOT #34 BLK:1 PHASE: 3 PROJECT# 04181.003-34W MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C R" A AB ACRA AR NO 23 DATE:02/19/24 SCALE: 1 /4"= V- 0" SHEET LS 2.2A FRAMING NOTES i. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W! (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 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 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. S. 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 PBS36, .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. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. FRAMING PLAN SCALE: 1/4"= V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774,4078 w .abdesigngroupxom AA #: 0003325 F. 1 14 2 v $ o u a � v r A 9 0 C sUBDIV. & LOT: ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN %160 MPH EXP. C ROLAND A ABQU¢HACRA AR NO 93723 00 PRINT DATE: 02 19 24 SCALE: 1/4"=1'-0" SHEET S 3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE SIMPSON HETA16 # 1100 UPLIFT SIMPSON �9) 10d x 1 i" NAILS TO TRUSS ROOF/WAUJFLOOR (1) HTSM20 W110 10d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE. A PT SYP #2 2" x 4", TRUSS AND (4) 114" x 2 1/4" SHEATHING 16d x, NAILS TO TRUSS 9 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 DE , GIRDER. PROVIDE 5" WJ Wd NAILS, 2 ROWS, 3" CONT POURED LINTEL APPLICATION OR WRAPS OVER MINIMUM CONCRETE OIC TO FACILITATE ONE C-0) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) Si MPSON NOTE. A PT SYP #22" x 4", (96J 10d x 3" NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER " " HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-0" MAY BE ADDED (7) 1/4" x 2-1/4" TITEN SCREWS TO CMU. W/ 10d NAILS, 2 ROWS, 3" HEAW UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR OPPOSITE FACES OF BLOCK WALL 10d T/4 (2) SIMPSON HETA16 TRUSS ANCHORS O/C TO FACILITATE ONE ) 110 TRUSS AND (4) 1/4" x 2 T/4" WITH (12) 16d x 3' NAILS TO GIRDER, ADDITIONAL PLY MAX. TO - A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ACCOMMODATE TRUSS WITH (4) e" x 5" TITEN HD TO CMU AND (12) SIDSlx2, CONT POURED LINTEL ANCHOR REQUIREMENTS. 2x WOOD FASCIA - q" x 2 2' TO GIRDER SEE ARCHITECTURAL -- - B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 2x SECURED W/ (3) 16d -- ENGINEERED WOOD (2) ' x 5" TITEN HD TO CMU AND (18) SDS a' x GALV. COMMON NAILS. TRUSSES @ 24" O/C, lx2, 2x WOOD FASCIA 3" TO GIRDER 1x2 SECURED W/ 10d - SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS —__ FOR REVIEW 2x SECURED W/ (3) 16d (2) z x 5"TITEN HD TO CMU AND (18) BIDSy x 3" 12" O/C AND APPROVAL GALV. COMMON NAILS. 1x2 SECURED W/10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" 010 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. 2" COVER & 2" APART B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U 2705 LBS (2 PLY) CALLOWABLE UPLIFT =6665LBS (2PLY MIN, MULTIPLE TYPICAL TYPICAL TRUSS/ EDDED TRUSS ANCHOR MISPLACED EMBEDDED 1a lb 1c TYPICAL ROOF G R C N O SCALE. 3"' "°" I O NECTOR S 2a 2b 2c SCALE 3l4 , 0 - GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 214 BLOCKING BETWEEN LSTA12 20 GAUGE BRACE WJ (G 12d @ EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING PRESENT AT W/ 10dx1/2 HOG NAILS COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING @ EACH END. TOTAL OF 10 SEAMS) PER ELEVATION rih- - 0'-0" TO 30'-0" (1) "X"BRACE FLOOR 30'-1" TO 6U-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER (1) "X" BRACE @ CENTER TO BILK W/ DIA. 5-0" MAX (W/1X4) OR 10- T MAX (W/2Xa) 2) "X" BRACE DIVIDED EQUALLY BOLT ( ANCHOR BOLT W/ FROM CENTER TO END. WASHER SET IN HIGH HIGH N\ 2x WOOD FASCIA, STRENPDXY 6" PER ELEVATION '- - - - - lx4 DIAGONAL MIN EMBEDEATT 32" OC SEE ARCHITECTURAL PRE-ENG FLOOR TRUSS BTM. CHORD MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 5/8" GYPSUM BOARD OR 1/2" HIGH _ BRACING, SEE PLAN FOR LOCATION P.T. PLATE W/ 12tl's 8" STRENGTH CLG. BOARD u MAY NOT BE STIFFBACK (AS PER O.C. MAX N n REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ SECURE TRUSS TO TOP PLATE w/ (2) l 16d TOENAILS (2) l0d's @ EACH TRUSS TO BE INSTALLED @ DOUBLE TOP PLATE HT74 Wl 5/8" A.B. WITH MIN. T' EMBEDMENT BTM. CHORD OF WOOD ROOF TRUSSES 10'-0" O.C. MAX. \ TO SLAB & (18)16d x 2-1/2" NAILS TO POST„ _ 2x4 OR 2x6 WOOD BEARING 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. PLATE TO PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING - 12" O/C STAGGERED_ ADDITIONAL METAL 1/2" GYP. L. BD, " - 1. BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER CONNECTORS NOT o e MAX., OR 2.4 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO • } • n 10'-0" O/C MAXSECURED WI(2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT. COMMON NAILS AT EACH CHORD INTERSECTiONTYP. H BTM. CHORD BRACING BLOCK WALL W/ GABLE END H�GIRDER/WOOD POST CONNECTIONS SDALE:3/4"=''-°" PRE-ENG'D TRUSS SCALE 3/4"=1'-0" SCALE: 3/4"=1'-0" H,HFLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE 1 `r /-ALE:314"=V-a( UPLIFT' O �/ N ) NOTCH DEPTH I/4`D HOLE EDGE USED SO LONG AS THEY CONFORMTO THE FOLLOWING HOLE DIAMETTERER <2/5'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5!8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. � HOLE DIAMETER PLATE <3/5`D DBL. STUD ��ALTERNATE MATERIALS STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" W a R' w Zo Q o x � iJN N � o a a a Q a e B m - r 9 A IL IUBDIV. & LABBOTT PARK OT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXAR C PRINT 24 DATE: 02 19 SCALE:1/4"=1'-0" SHEET S3.IA I 11 \\ � ulooal:ae pPGpGpfpV NAIL SHEATHING TO LADDER VTCR OR MTS-12 SPACING (1) AT f� �) App@ppo6F 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 DIAG. BRACE W/ (3) 12d @ EA. lklll➢I TRUSS (DIAG. BRACE TO f / 'IlR COVER 5 TRUSSES) 2x SUB �i lli I 1 I 1 PppplppIa 0'-0" TO 30'-0" (1) "X" BRACE -BAND I 9 G V V 30'-l" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS f (1) "X" BRACE @ CENTER STIFPBACK AT ALL �- " (2)"X" BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'-10" HIGH FROM CENTER TO ENO. (AS PER TRUSS ENG) cl PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR J SHEATHING 7I FASTENER SCHEDULE" �' / SEE TYP- TRUSS CONNECTOR �\ DETAIL FOR STRAPPING INFO. SIDE VIEW lx2, 2x WOOD FASCIA _ CONNECTION PER • • \\ SEE ARCHITECTURAL TRUSS MFG. 2x SECURED Wl (3) 16d - ENGINEERED WOOD GALV. COMMON NAILS. = _ TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d - SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN / 12'O/C - AND APPROVAL SECURED W/ (2) 12d's @ PRE—ENGINEERED MASONRY MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE GABLE END PRE-ENG'D TRUSS SCALE:NT.S. W/HIP RETURN s°ALES/4""°" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SHEATHING 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 CONIC. 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 V / SCALE: 3/4"=1' 0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F U Q m W 2 � R Q 0 O e I L aC d p8Q pwQ pQ A SUBDIV. & LAT• ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL• 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ^. '^ GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M. MAXIMUM AGGREGATE SIZE SHALL BE 31A'. cnBLE ENG STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL. MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6 / AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR 'SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R2023, 8th EDITION ALL EXPOSED EDGES Of CONCRETE ARE TO BE CHAMFERED 314". 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 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0N.GROUNO WHERE INDICATED ON BARBER POIDEDRAWINGS. IL CO TINUOUSLAPPED 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 SPECIFICATIONSPRESSURE 6 INCHES AND SEALED WITH ADHESIVE TAPE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0 42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN A" 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, 8th 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 r�� RrRITT, loc � ncR�.cn rn R� ecl 4:1 loonorlur_ nnln —1.1 ruc RI - ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. SYP #2. 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 O O 0 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. .yy O' �.y DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, 0 Y,3Y,k 0 0 y TEMPORARY BRACING, GUYS OR TIE -DOWNS. WITH WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL ,,wwrt,v O O O .yLXX� TODESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR y� 0 0 O O THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2'CHAIRS SPACED 3'-0" OC, EACH WAY. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND 3 00 00 000 3 REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. 0 0 O O 0 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 i.7 0 0 O 0 �ii1 TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, RESAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. 2 O O 0 : 2 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE O O• �y.n. / TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS_ O O O # DESIGN LOADS: W THE T L E DESIGN, FABRICATE, AND ERECT WOOD TRUSSES D ACCORDANCE WITH TPI, A "DESIGN NATIONAL O 2 s 2 O �� CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND SCSI LATEST EDITION' Y 0 0 AND 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 OOO OO O OO OO I�Y,2 ROOF: LIVE LOAD. FLOOR: LIVE LOAD 40 psf REVIEW WOOD TRUSSES. 0 0 O' 0 0 !S 20 psf TOP CHORD -non-concurrent #5 BAR - 25" #7 BAR - 42 0 0 0 10 psf BTM CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS', #4 BAR - 30" #6 BAR - 36' .w../� TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF O 0 O D O 0 y��ww.y. PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, ZAPPED AND TEED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR 0 0 Y DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 86: 1990. 15 pof TOP CHORD 20 PSFTOP CHORD 3 VV V V VYV V 3 YV,wY,V 3 (7 psf wl ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT K wP ROLE a. a �, BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF WIND DESIGN PRESSURES WIND DEAD LOAD SPEED =160 MPH 3-SECOND GUST 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 GUIDE FOR BEARING NET (GROSS) ASCE 7-22 (ASCE 7-22 (FBC R2023) EXPOSURE 0 RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ZONE 1=-36.47 PSF (-46,47) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT ZONE 2 = -55.43 PSF (-65.43) STORAGE' 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE ZONE 3=-64.91 PSF (-74.91) 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 ROOM40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION "A"= 4'-0" END ZONE DISTANCE 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA BASIC WIND SPEED: 160 MPH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. EXPOSURE CATEGORY: "C" SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE RISK CATAGORY: II SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BV CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BV THE TRUSS ENGINEER. PRESSURE COEFFICIENT: +1- 0.18 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-22 COMPONENT ROOF/ WALU FLOOR ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f'm = 2000 PSI BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ROOF DIAPHRAGM 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. FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING /� 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 EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. S H EATH I N G 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 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD 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 3/8, AND EDGE SPACING) ANGTO GEE DDE AIID FRAME USE 10tl RING SHANK GUN FASTENER SCHEDULE WRITING BY THE ARCHITECTL., COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8"TO 10". USE ONLY MECHANICAL VIBRATION ROOF E TO CONSOLIDATE GROUT. NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF NAIL REQUIREMENTS FOUNDATION/ SITE PREPARATION: GABLE END. G PRESSURE OF 2,000 psf. FOOTING TYPE "M" OR'•S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING A DRY DENSITY OF AT LEAST TIN OF THE 10d RING SHANK, 2 1/2" 0131 F1667 MODIFIED PROCTOR MAXIMUM DRY DENSITYDETERMINED IN ACCORDANCE WITH ASTM AST . 9SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SCREW SHANK RING RSRS-03 , TREAT ALL CELLS TO BE FILLED. 170,000 (16-20 RINGS F1667 SOIL FOR TERMITE PROTECTION. 8tl RING SHANK, 2 3/8" 0.113 PER INCH) FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SCREW SHANK RSRS-Ot THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. 8tl RING SHANK, CEO -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. PNEUMATIC 23l8" 0.113 F1667 CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE SCREW -NAILS RSRS-Ot MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL" STEEL' RAFTER OR TRUSS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE ROOF SHEATHING SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM OCONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 Ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM EXTERIOR SHEATHING --- -- z A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, FyUSE 1P2"CDX OR 7116" 0.5.8. PLY WITH 8d RING SHANK GUN NAILS AT 4" o _❑ 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE35ki. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOPO.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & 5 33,000 PSi REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. BOTTOM PANEL AND Btl RING SHANK GUN NAILS AT 6" O.C. AT fK#1 T J m ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM INSTALLED CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS PER MANUF. SPECS.) SEE DETAIL BUILDING LENGTH CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4 PRIOR TO THE ADDITION OF PLASTICIZER, SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. L CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94JC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ROOF SHEATHING LAYOUT ETC. CONCRETE TICKETS $HALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN AND ENDWALL BRACING WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON FOR GABLE END FRAMING THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL ROOF SHEATHING ATTACHEMENT SPACING BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD NOTE: GABLES -DROP GABLE END & (1) ADO'L DROPPED NON COMPLIANCE WITH THE ABOVE. ZONE 2. 10d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ @ 16'O. C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BEAS FOLLOWS. 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. A. YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ & FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: BLOCKING PER NAILING SCHEDULE 1412" FOR 05 AND SMALLER NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED 2"FOR 06 AND LARGER AND ADHERES TO ASCE 7-22 C. FOR CONCRETE NOT EXPOSED TO WEATHER eG RING SHANK GUN NAILS @4" O C. TOM EDGES @1 u� so I ' -VP. EXT. SHEATHING ATTACHMEM C10d RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING #8 2" DECK SCREWS @ 6"-B" 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 3/4 FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGiION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING IREMARKS 1r2 PT FURR NG TO CASE HARDENED COIL GARAGE iYJOR eUCx 1/a' TAPCON MASONRY i/2'EMSED, ENO DIST., —0-1— NA L 1 - LONG_ /C i0 MASONRY/GONG. NOW E rASTENER 9 0� f E D T_ SGO, nl. EXT. NOBS SEHARDENEDCOIL I 0 Wp GE OWR BUCK 1�2 E%PANGON OT x NOTE NAL12 LONG EO N TO MASONRYOG OO//CC 1(3iirze 'DDIAA)) T., 24- OGEOIST NDOWSUGK JASEHAROE LO, c METALSTRAPTO CONTACT THIS ENGINEER FOR SPACING ores N L +a LONG. R --ICON. REQUIREMENTS NO\NAS�ER sTNER 18 O.0 9 T. z: PT Wwoo21 o.1a6°vaE..... Y — 4' ENo. DIST.,1 irz^ PT iO SNEOTL COL., SEE NJ WASHER STAGGERED EDGE DIST E6 NOTES 1, STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NCA 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 2x 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 W r�i4 d r x wpm n U U U a 0 O sUBDIV. & LOT ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C AMOF ST (((Appp L OF & 9 % pi ROL A..ABO�CH CRA AR NO 93 PRINT 02 19 24 DATE: / / SCALE: 1 /4"=1'- 0" SHEET � S � tlT I KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS LNSTALLATIOiN ANCHORAGE DETAILS DESIGN PRESSURE (PSF) RATING AT 10' SPAN (NOTE 2) ♦srrn9pmra¢wE9 9iAl1ATIDN YETNW � (9Ef NQTE J] 810.V4RE9SUIE (xafl laE¢No1¢f! pEifRfEAkEA lafi•LR.iwEALfT� ErfA 19q. M. i No. °05 sua sam faa+ / ,-awam .aa.r/-ua x/A N/A ,-a«lan / +-awwL .ea.i/-eo ./A /. �. � `.cx,�in-O�s1�, •sa, / ,-aw.uL .ae.,r-xr a I'-• �`49` �,�° �"° rA9a, / ,-a«NNN .aa.,,-aa -aweeL / ,-ctw.cL. sav/-w eta , ,a >'%5st �ALis �ra�ie.°�[D FPp�i ua r &moo a�i vw°e+9c a�5P4➢si SPY �iFti t:uwv£Ni Eatgx W M f'iaRPr. 9Ut9aF W°F r°A cwrfv�a+ t° iItYS to eE�.bz.mCc O.e PsN[ ia!A£. k. Fff 9¢£- Yf Sf1'rs .s um s ftM m�in5la0aR iaiYWG G�urmE� IX »ro nT Gni trcaamilcs � � ssf s�[Li 6 rat ca Ymx 9n4F. 9Nt NtttNYAlaN.s rtat °Etilt3. TABLE OF CONTENT LY3CA P xn -LttP �IWC NtrtfS PEIaMNwGE lntxxc5. Sqs,: s61pTrtF 'wi[in:+wmL: a.wr'si"� nNsu sruN„N°r.. fa iLUNa, NarR ixcar AAnw.s A, ri�an vrts �aSiNU.MM IXWIS W rtk tR eCfesfNeitlx � AlunxN L4rM.5-. Rfr7eWR: CpHIM.CKY >ar rva:yLAriA P�,N, , aWNC rASCM fAa'e!a / aPY VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS ''-,,,I':irli IN4Ll1AliCk i0lME5Ell ICCNFIGUUiI SCNLT A5 LCRG AS'-TI V :lx,=iLarl�N ASENEPs NEREarFG4l NES�EVYIVE SUtlSi RAZE. SEE 4ASLEN£P 9CNELltsY,Blf Ct+Ttes __. aPd+MUME1!'eCPttti?Ex<LUPE WALLra,Is�ifS fI"L l4NG WTNO?1941rE11 :6 StUCC"...FW,V. BRICM..ENE£-RANG SIOuIG+. EOr3E PIbrAHCt59NpLL0E MICN .6 -1 nS'R Ea IENG(xs'SxchVx ut irvE nl6iAL:A:t xOETnhs DO No['W.EIxiG x�vw�Neoo-wciExFa��ci�sEiar:erzxLafsoi�w4Lfefan�xf�ol�i��r�.r- snawcswuo-vwi fro.°v vE sorfrtl :.Ait FI55E,iEP 11TINT Al -C1111-EI CN Elt CF x8' ATt M![Y T 1 cpPxnstcN PE�IsinNT tu,LP,u. CU4aAxaCsttrN,..[54.a9 NAi_NniiHliL5. 9[TAH9ATMAUf Y xM1w NafiWw ,. WEra, I ° ARE u axc R sst ., gz6 ct uJs sa[ R :.T s 9 s� L4 9a Ca ORf .OS 1. � sacaPaf a1.r Tse 1 FASTENER SCHEDULE rig ¢i6MAfOtY. �E w/ntDW'fM vua[wafAanis «iamao ,n w,a,Nx [Ar aarN m�. #6A93-. .743' .IbS 1.495�- 0.042 I.Sd 1/2" J-CHANNEL/TRIM 15 VINYL (No. 1100) 25-M 0,022 I--L2 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE #6A93-. .743' .IbS 1.495�- 0.042 I.Sd 1/2" J-CHANNEL/TRIM 15 VINYL (No. 1100) 25-M 0,022 I--L2 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE VINYL SOFFIT SERIES J-CHANNEL FASCIA 12' TRIPLE 4 SOLID NO, 0623 SOUD 50FCT 12' TRIPLE 4 FULL-0-VENT i/2• J-CHANNEL 4' FASCIA NO. 0622 VENTED VINYL ALUMINUM SOFFIT NO. 1100 NO. 97W 12- TRIPLE 4 FULL-O-VENT ECO NO. 0639 VENTED SOFFIT BILL OF MATERIALS —� � NT vSfD (aE£ NT[ ,u S,2Ei „ a_~_ t, 9 w°mY t/Y ,-rNt. roP P f up 5rt[i ° am:- w,crrA % ,-s/.• rwu NNL s?[c ivtE , v. 7/11 u0R'I.E4 S,fIl CN a 9 RA rMCW far[rtErE SrACa, uat. - 9,E¢ ' xJww.9q°D BAi1W - 4° a0L11 2' f % 3• — 99Gll 4iifN - tt - X°PU 11 StR BATTEN STRIPANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOIST/I FASCIA WOOD BY OTHER BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH 2-114' FASCIA @ 16" O.C. MAX OSTAPLES INSTALLED EMB. THRU SOFFIT AND X2 WOOD BATTEN 11 J-CHANNEL AT NAIL STAPLES INSTALLED—"'," NSTALLED SOFFIT(Z)HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ OFFIT iO �12" O.C. MAX (INTO DETAIL B ® FASCIA D J-CHANNELO WOOD) IN J-CHANNEL -CHANNEL MAXO3 SLOT MAX. J-CHANNEL '. FASCIA DETAIL A 2X2 WOOD BATTEN 10 2 BATTEN STRIP ANCHOR 10d NAIL AT EACH FASCIA TAPLES INSTALLED 0TRUSS/JOIST/RAFTE1 THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C.INTO AND IN VALLEYS FRAMING aSX3" WOOD SCREW OR TAPPING SCREW, O STAPLESINSTALLEO BATTEN ATTACHMENT THRU SOFF ITAND STAPLES INSTALLED FASTENER SPACED 24" J-CHANNEL AT NAIL (D 12"O C MAX INTO M 0 C HEM AND IN VALLEYS WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO 01 CONCRETE/MASONRY) -CHANNEL(D J' MAX. DETAIL D (D STAPLE.INSTALLE J-CHANNEL THRU soF FIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT (DJ -CHANNEL J' 1 J-CHANNEL 11 iX2 WOOD BATTEN BATTEN 10 Q SOFFIT rNSTALLATION SCREW, 33 J-CHANNEL o ATTEN ATTCHMENT © g'MAx. ASTENER SPACED 24" AX O.C. TAPLES INSTALLED@ DETAIL 2" O.C. MAX (INTO OOD)wJ-CHANNEL J-CHANNEL LOT OR T-NAIL @ 12" .C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR BY OTHER NSTALLATION SCREW, 2-114 BATTEN ATTCHMENT Q EMB. FASTENER SPACED 24'OD MAX D.C. TAPLES INSTALLED @ 12' O.C. MAX (INTO (D 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 I: MINIMUM SPRUCE -PINE -FIR FRAM,NRATI G OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN'L' SPAN'L' EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) ' CONCRETE; CMU OR WOOD (NOTE:1) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAICE' SEE DETAIL'D' SEE DETAIL'E(NOTE:1) ' EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END �CENt A 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 ii-f; ' itf= r4 —v--u'—afi^—u ' v 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 ;fsgfl� .t:ttf,t r L �1ALL n 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774 6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J F W a ♦Zj � Z r Z w a V Z_3Z K U 8 o Q a Q a Qa o O e c B 9 N 0 i m O SU]BDIV. & LAT: ABBOTT PARK LOT #34 BILK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C GENERAL 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 (FIGA), 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 INSTALLATION: • 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. FIGURE 3 • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. — _� LESS THAN OR EQUAL TO • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE 12" WIDE SOFFIT 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: o 0 • 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." _I -I T - ___F_ I I —r I VENTING TO OUTSIDE OF FASCIA , EAVE I SHIM' HARDIESOFFITO (WOOD) VENTED PANEL SUBFASCIA SIDING MODERATE CONTACT LtAVt AF'F'KUF'KIA I t GAP AND CAULK FIGURE 2 FRAMING MEMBER NG ER H-JOI NTE tSA I I t N FRAMING MEMBER ING lER 1" FROM END OF SOFFIT o 3/8" FROM END OF SOFFIT o 12" WIDE SOFFIT KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 w W,AAtidesigngroupxom #: 0003325 J w � a � c z A sUBDIV. & LOT: ABBOTT PARK LOT #34 BLK: 1 PHASE: 3 PROJECT# 04181.003-34012 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH WP. C HIT�Cj STAT. F LJS i l I R A AN CH CRA AR NO 93A2 rPRINT DATE: 02/19/24 SCALE: 1 /4"=1'— 0" SHEET S D 2 A .. J,