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HomeMy WebLinkAbout7710 Wheat Stone Dr-Dp 99 � ) ) Q� 17 K) �� w kA� L� 3501 RIGA BLVC), TAMPA, FL 33619 Tel= (813) 549-1967 Fax: (817) 302-3134 99 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES TAMPA NORTH DIVISION 3501 RIGA BLVD TAMPA, FL 33619 TEL: (813) 549-1967 FAX: (817) 302-3134 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •IWIMA BURDING 2029 CODE, RESIDENTIAL 87$ EDITION ( ) • ALL LOCAL AND STATE CODES :OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B 'BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH :EXPOSURE - C •1-STORY RESIDENCE - .2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES aev_ ABovE LA v- LAvnroav AIC AIR CONDITIONING LUM. LUMINOUS ADS. ADJUSTABLE M.C. MEDICINE CABINET A T. ALTERNATE M R MANUFACTURER AMY. AMPERAGE MIN MINIMUM BD, BOARD MT. METALTHRESHOLD cL CENrERLINE MTD MOUNTED CAB CABINET MT, METAL CLG_ CEILING N.T.S. ON CTO ENTER cLR CLEAR oc. oNceNTER CON' CONCRETE PL PRoPERTYLINE CFC. CARPET P.B PDSHBU T°" CT. CERAMIC TILE Px. PHONE D. DRYER UBL PLr. PLYW D,G DOUBLE PL WD. PLYWOOD D.c. TRIAL GLAZED PR. PAIR DIA DIAMETER PT. PRESSURE TREATED DIM. DIMENSION R RISER DISP. DISPOSAL BAD. RADIUS DP. DEEP RA-G. RETURN AIR GRILL DR. DOOR REF REFI IGERSTOR D.S DOWNSPOUT RM ROOM D]'L. DETAIL R.O. SOLID OPENINGEXT E, DISHWASHER SC SMOKE,CORE EFEXT Da EA. EACH SD. SMOKE. DF,TEC FOR LLEV_ ELEVATION S.H. SINGLE HUNG IQ EQUAL SITSHEET EXIT ExHAUST SITHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.G./kX. FIXED GLASS SL M- SIMILAR EG. FUEL GAS SL. SLIDING FIN. FINISH s1, OL. SLIDING GLASS FLR_ r1-ooa STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FIG, FOOTING TEMP TEMPERED GLASS GA GAUGE THK, THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.P.I. INT RRUPTERLT CIRCUIT7,°R TOP OF PLA I .S_ TOP OF SLABS GL. GLASS TYY TYPICAL GYP. BD. GYPSUM BOARD UN O. 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INTERIOR WOW, WINDOW W/H WATER HEATER w.l. wROUGED"IRON DATE DESCRIPTION 06/228m 2-57ORY CMLI CONVER51ON ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN- GENERAL NOTES PG Ai -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3G-FRONT & REAR ELEVATIONS "G" PG A4G-LEFT & RIGHT ELEVATIONS "G" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN P It �a PG Mi-FIRST FLOOR MECHANICAL Vi� COMPLY PG M2-SECOND FLOOR MECHANI pE {j �y'�yLI PG Dl—DETAILS (firp�� F'"''•.,•/" 10A8 IL y(I��n r ' NA (Ot A j arSmji l�P PG D2-DETAILS `+`qg'11,.� L�•%•�TR I 'f Pa,�g 4., , m° YC PG D3-DETAILS AND THEITyr,. ���t�I` PG D4-PRODUCT APPROVAL LIST ..j ` PG WAl-WALL ASSEMBLY DETAIL DIVAN ES c„'a PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 V Fax: (407) 774-4078 SQ•FT• CALL• S 2NDFL.uvwG ma SQ. Fr. 2ND FLR. LIVING 1501 sO. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 43'1 SQ. FT. FORGH ELEv.'G' 43 sG2. FT. TOTAL ELBV.'G' 3085 50, FT. 8x10 PATIO 00 sca. FT, STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SL1A-DETAILS PG SL2-FIRST FLOOR DOWEL PLAN PG SL2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOT 9 PG S2.IA-DETAILS IEW "TIF E LOAD TABLES PG S3 2FIRSTFFLOOR FRAMING PLAN r0I"' ',gv-��I....,,,_t.-,�.�. - PG S3.1A-DETAILSPLAN )_;" Mir PG S3.1H-DETAILS R PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN PG SN1-DETAILS PG SD1-SOFFIT DETAILS PG SD2-SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. ANY DESCRIBED PINTTHIS DRAWING OF THE S SET) ARE TRUCTION (AS CLEAR 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 C CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W w W.a bd esf gngrou p.com AA #: 0003325 F w � � � Q o C rCi 0 w 0 B B = 0C, 8 9 O Lu 0 N o� U� n 3UBDIV. & LOT: ABBOTT PARK LOT #37 BLKA PHASE: 3 PROJECT# 04181.003-37012 MODEI. 4EHB 'GYVE HAYDEN" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C I PRINT 02 19 24 DATE: SCALE: 1 /4"=1' - O" SHEET CI00 r 4 GENERAL NOTES SITE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) i. 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 1. 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 1. 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. 1. 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 % THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. 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 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. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 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. SSTRUCTURAL,S E ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 5. WALL SHEATHINGHALL BE PER E S E 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 3- 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 1/:" 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 T SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 1. GARAGE DOOR DRAWING. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 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. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE 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 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR 1-3/8 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 BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." 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, %" 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,112" 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-C 1 063-18b & ASTM-C1787. LESS THAN 1/2 -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 618 -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 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS 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 FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2023) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 10/10/23 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 h 0 o a ¢¢ 8t a c a m U-1 T T SVHDIV. & L.OT: ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODET- 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C NO X.X"X`i l- 02 19 24 DATE / / SCALE: 1 /4" =1' - O" SHEET G N T i -_TF ---- T_- --I -1 I I ----FT COMPONENT AND CLADDING WIND LOADS BASIC INTO EXPOSURE FOR 3 SECOND GUSTS OPENINGS SOUARE ZONE ISO MPH WIND (" REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 36.6/-45.0 CRITERIA EXTERIOR SWING 20 5 352/-462 DR. MIN. CRITERIA SG.D. MIN. 41 5 33.3/-429 CRITERIA 16010 O.H.D. 112 5 1 30.9/-31.5 12'xl2" SOFFIT 1 5 36.6/-49.0 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. II, EXP.=C, MEAN ROOF HT. = 22'-8" 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 OD/W23 FIRST FLOOR PLAN SCALE: 1/4' - 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE t ITS ATTIC AREA BY NOT LESS THAN 11/2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 59'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2023 (STN ED.) 302.1 SQ.FT. CALL. S IST FLR, LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 60,FT. PORCH ELEv. 'G' 43 50. FT, TOTAL ELEV. 'G' 3085 SQ. FT. &10 PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND 8'-O' BLOCK WALL UN.O ON PLANS BRS. HGT, VARIES 8' BLOCK U.N.O ON PLANS Il'-4' BRS. INTERIOR LOAD BRS. WALL U.N.O. ON PLANS 4' INTERIORNON LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE -ALL EXTERIOR DOORS TO BE UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti V V a z C =fl 9 N� 9 4 Sulaniv. & LOT: ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C 4. AI NO P 4 DATE 02/19/24 r SCALE: 1/4"=1'-0" SHEET Al 42' HIGH HALF WALL W/ GAP OF 3/4' PLYWOOD ER'LAY O (2) LAY OR (2) LAYERS OF 3/4' SUB , 3/4' TAG SUB FLOOR FLOOR MATERIAL RIPS FOR SOLID NAILING I GLUED 1 SCREWED PER FASTENER lJ N LAT SCHEDULE SECURE TREADS TO STRINGER A H U , W/(3Y'8 3' SCREWS a EA GIRDER 'FG2' STRINGER, UNTHREADED SHANK TO EMEND BEYOND THICKNE55 I THE CLEAR SPACE BETWEEN of sub -FLOOR SHEATHING THE HANDRAIL AND THE WALL e'-4 3/4` 2ND FIN. FUR. MIN. SHALL BE NO LESS THAN 1 1/2' PRE-ENG'D FLOORING C \ HANDRAIL 6 36' AS PER FBR GR 3111.8.2 5T6TTEEM (SEE FL OR q \ = U/ 2X4 RE-INFORCING 0'-0' BRG. HG-T. `_ _ \ SECURESTRINGER----- E6E TRINGER \ - - \ NOTE: TOO LID SONAILING W/ ID 42' H. I/2 HANDRAIL ENDS SHALL BE 12d NAILS TO K6 BE NAILED FROM BACKSIDE PL w/ \ _ CAP "; \ RETURNED TO THE WALL OR NOTE: 51MP50N 'USG' 3/4' KICK \ _ PLATE TERMINATE INTO A NEWEL STAIRS RISERS TO CONFORMTO FBCR STRINGER I' MAX. LOST. STH EDITION (2023) CONNECTOR AT _ \ 10. NOSING MIN. TREAD•10' MAX. R15ER=1 3/4' EACH 212 \ MIN. 3/16MAX. VARIATION IN 6TRINGER RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY C T R \ S O S z RISER/TREAD HANDRAIL CIRCULAR 1 1 � . \ z Q NOTE: R SECTION MIA. TO BE I/4' .-1/4' OI.ROVIDE EQUIVALENT OR PR \ �u U I. HANDRAILS SHALL HAVE EITHER A CIRCULAR!CROSS SECTION WITH A GRASPABILITY WINDERS- MIN. 6' WIDE ® ' \ -- DIAMETER OF 14'* 2' OR A' NONCIRCULA'R GROSS SECTION WITH A' ¢ NARROW END MIN, 11' WIDTH m p' FROM NARROW END MI MIN. HANDRAIL RO STAIR DATA; SR t52' 3-2x12 SYP STRINGER REINFORCED W/2x4 ER W/CONT. BEAD OF SUB -FLOOR ADHESIVE - \ \ s a� PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4" AND A LARGC EST ROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES -' DIM. VARIES NOTEL05ED 4CGE651BLE SPACE UNDER 14 TREADS PL-400 OR 51MILARE • 0 SHALL HAVE A MINIMUM RADIUS OF 1/0'. STAIRS SHALL HAVE WALLS, UNDER 10'. I' NOSINCs EA HORIZONTAL RUN \ p zQ STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE 2 X 4 RE-INFORCING \ 2. THIS RAILING SYSTEM IS DESlrNED TO RESIST A LOAD OF 50 PLF DBL. �, WITH yr GYPSUM BOARDS. FBGR 3mz.T. g EA, 2 /1 12 STRINGER \ FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY TOP PLATE fi 0'-O' FIN FLR SECURE W/12d 6'-8' O.C. F DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUGES THE MAXIMUM 2X4 ATTACHED w/ Imd MA60NRY NAIL5 ® 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' STRESSES- PER SECTION 160�.8.1 / F.B,C. 2023 OF EACH END, 32' O.G. MAX. DETAIL SCALE: I/2'=I'-0' STAIR SECTION B SCALE: 1/2'=I'-0' HANDRAIL SECTION C HDRA)BAR NOTE: HEADER FIN15H TO BE PER COMMUNITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroupxom AA#: 0003325 F y � gg4 V 0 4 � C n r � A SUBDIV. & LOT: ABBOTT PARK LOT #37 BLKA PHASE: 3 PROJECT# 04181.003-37012 MODEL' 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C ARCHITE ST OF IDA ROLAND A.ABOUCHACRA AR NO 93723 PRINT 02 19 24 DATE: / / SCALE: 1/4"=1'-0" SHEET CIA r 11'-51 2'-4- II'-4' 2'-4` 12'-0. 14'-0' I7-4• 3052-SH 3052-SH EGRESS C ) 3052-SH EGRESS IL nl BEDROOM #5 ® v UPSTAIRS I BEDROOM #4 8'•0' GLG. _ 8'-0' CLG. 8'•0' CLG. -_ =I NI v v N 3-6H O O > r0i 7 Jp 3'-4'11 j LW V1C 68 LAV.0. 0. B A, c1v��° BATH#3 1l OD iii AIA 0 DN TO IST FLOOR fir---IR-ISH — — — m I r23 s<rt W.I.C. a m �I IATTIG V-0'CLG. "t - I O BEDROOM#1 _v_� 2'-4' V-0' CLG. s6 14'-0' GI 8 6'-6' M 3'-I - 2'-4' 3'-0' 4'-4' BATH #1 • ® BEDROOM #3 8'-0' GLG. 8'-0, CLG. _ LAv. _ B � - n ��= NI 0 LAv. m �I ti� � =1 �866 I� . I 2) 3052- H a �ci EGRESS W.I.C. CLG. ZLLwI v - (2) 3052-5H 2040-SH - I EGRESS I I 4 -0 12 -4 5'-4' L _-810'-0' SECOND FLOOR PLAN SCALE: 1/4 - P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 46 AA #: 0003325 W � �j Q o u g �zy Q Q C � r A SUB30M & LOT: ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C 'ROf D A. A602HAeC4RA 4 AR NO 93723 J DATE 02/19/24 SCALE: 1/4"=1'-0" SHEET A2 25'-4" BLDCs. HG-T. 12 _ 6' RAISED - BAND IT-4° 2ND 0° FYPON 10'X03' ❑ ❑ ❑ DECORATIVE SHUTTER OR EQUIVALENT 4" RAISED r ~ BAND S'-4 3/4' --------- ----- 2ND FIN, FLR.- a'-0' GLCs. HG7, --------- - ----- - - ROOF AREA OF ATTIC = 1585 SQ. FT. 1 FYPON Ib'X$m' N ET FREE VENTILATION AREA REQUIRED = V300 DECORATIVE REQUIRED VENTILATION AREA = 1585/900 .T 5L4UTTER OR _1.2 - -- ---_ EQUIVALENT VENTILATION AREA XSQ. INCHES PER FT 1144j _ - 160.860.B SQ. IN. - MIN. REQUIREDVENTILATION = SX 760.8 IN UPPER PORTION OF ATTIC - - 1 , - - -T SIT'-4" 2ND FLR. - 380.4 SO. IN - OFF RIDOEVENTIIATION AREA = 115 SQ. IN. PER VENT 380, 4 /115 TOTAL#OF VENTS REQUIRED 330789 TOTALk OF VENTS PROVIDED - 4 'ARFA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OV ERHAN G (Ea'fERIOR OF WA LL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) I I =KET r � � 6' RAISED 2' BAND (TYP.) 12 _— 3/4' _____ 2ND2ND FIB "0'BRG. HGT. _� 14B I - ENT IN FOR �II�I�i�Ltl�f,l�fl'FIN. Oil: I_l'-4" 2ND FLR. 1, BRCS. HGT. v- 9'-4 3/4" 2ND FLR. FIN. FLR/BRCS. rT. 5'-0' CLCs. HGT,h _- 0'-01 FIN. FLR.$ FRONT ELEVATION SCALE: 114 = I'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOFING ING C ME TYPE FLASHING SET IN ROOFING CEMENT FIBERGLA55 SHINGLES W/UNDERLAYMENT AS PER FBGR 905,1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. 5ECURED PER FASTENER 6CHEDULE SIMPSON LSSFI 2ND FIN. FLR (PER ELEV.) 2x6 5YP RAFTERS OR PRE-ENG'D TRUSS (PER ELEVJ ROOF SLOPE PER ELEVATION 2X6 SYP PT LEDGER W/ I/2'x8' THREADED ROD 32' O.C. 4 WITHIN 6' OF EACH END MAX. SET IN 51MP50N HIGH STRENGTH EXPDXY MIN. 1/16' 055 SHEATHING 2X6 SYP PT LEDGER W/ THREADED ROD GUSSET TO BE SECURED TO 32' C 2' O.G. 4 WITHIN 6' OF 2X6 MEMBERS W/ Sd NAIL5 - EACH END MAX SET IN 3' O.C. ®PERIMETER I'-4' SIMPSON HIGH STRENGTH SIMPSON LUS-26 UP(12) 10db 2'-0- EXPDXY 6' MIN EMBED. TO LEDGER AND (8) 10d'. CHANNEL FOR SOFFIT TO 2x6 JOIST 2ND FLR. BRA UVEDflAiNU DETAIL A ()Lll=; I I I I/2 = I'-0' I I I 3/4' 2ND FLR. ,i9'-4 r FIN. FLR/BRG. AC-T. ENGINEERED WOOD TRUSSES ® 24' O.G. - 5UBMIT SHOP DRAWMG6 SEALED BY P RCFE6510NAL ENGINEER FOR REVIEW AND COMMENTS 14B PLYLJOOD SHEATHING SEE A3 STRUCTURAL TYF=. 2ND FLR BRG. HGT.(PER ELEVJ ROOFING AND FLASHING W/ DRIP = TFW65 BTR.nPS +wD ANcuoRs EDGE PER MNFR WARRANTY SEE STAUc%u RE(2UIREMENTS WRAP FASCIA WITH BREAK METAL ��R �41 Ix2, 2x6 WOOD FASCIA SEE _ o0'-0" FIN. FLR STRUCTURAL FOR FASTENERS VENTED SOFFIT PER ATTIC CALC'S 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FLR. WINDOW PER PLAN AKE SOFFIT DETAIL B SCALE: I/2 1'-0. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F � pp N m $ Q j O n w o S � o 14 a YLT --- J suBDrv. 8c LOT: ABBOTT PARK LOT #37 BLK:l PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION "G" 160 MPH EXP. C RbtAND A ABOWHACRA N AR NO 93723 , PRINT DATE: 02/19/24 SC ALE: 1 /4"=1' - 0" SHEET IT-4' 2ND FLR.h BRCS. HGT. 9'-4 3/4' 2ND FLR. , FIN. FLR. CLG HCsT_ou 0'-0' FIN. FLR. , IT-4' 2ND FLR BRCS. HGT.¢1-- 9'-4 3/4' 2ND FLR. _ FIN, FLRR./BRA S'-0' BRCS. HGT.h a ENTRY'—" O'-O' FIN. FLR LEFT ELEVATION SCALE: I/4 = 1'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: I/4 = 1'-0' TEXTURED FINISH _ 0l"I'-4" 2ND FLR. BRCS. HCsT, ,i9'-4 2ND FLR. N FI, FLR. _ �s'-m 5 7 6. HGT. a ENTRY .AID'-m' RN. FLR. 0,1lg 2ND FLR- BRCs ITT 2ND FLR. FIN. FLR RlBRG HGT. ,,Q8C'-B' LG.'T. � h0� 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwa bl esign grou p.com AA #: 0003325 F x o � V K 4 u�i w o a Q SUBDIV. & LOT: ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT* 04181.003-37012 MODEL: 4EHB "2605-HAYDEN" GARAGE S VWG: LEFT PAGE: RIGHT & LEFT ELEVATION "G" 160 MPH EXP. C R A CPA AR NO 93723 PRINT DATE: 02/19/24 SCALE: 1/4"=1'-0" SHEET A4 G ELECTRICAL LEGEND SYM/-EBOL DEFINITION NOTES - � / 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET IIOV OUTLET Ill OF OUTLET WIRED �J TO SWITCH GFI IIOV OUTLET INTERU D W/GpJD FAUL TITAI-IPER FMVS RESISTAANTT TYPE) 220V OUTLET 141 WIRE CONNECTION --qq-- WP EXT. WATERPROOF GROUND FAULT tf- GPI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY —R. W4 SWITCH 4-WAY OPER, I� WALL MOUNTED f LIGHT CEILING LIGHT © LED CLG LIGHT LED YAF'OR ©� PROOF LIGHT O VP VAPOR PROOF LIGHT ORECE95ED CNJ VENT, FAN ICFM PER SO. FT. VENT. FAN "IGHT CR'T PER 8a. Ft. VANITY LIGHT FIXTURE I SPEC'S TED BY BUILDER) 0 PANEL METER S.D. SMOKE DETECTOR �� BACK-UP W/ HARD l CARBON MONOXIDE DETECTOR BATT BACK-UP W/ INTER -CONNECTED CO.E30 SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT I� V NATURAL GAS OUTLET ► TELEPHONE JACK LH WATER HEATER IGNITION BCURCE TO B VATED DIscONNECT AIR CONDITIONING TO E 11 UNO. A/C DISCONNECT SEE ON THIS SHEET TV TELEVISION JACK CEILING BOX REQUIRED OTO U BE SUPPORTED IN J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR NSPECTION CEILING BOX REGYJI CEILING FAN/LIGHT TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR wsPEcncN 24' INCANDESCENT .R LIGHT STRIP nnnnnn 36' INCANDESCENT LIGHT STRIP Onnnnnnn 45' INCANDESCENT LIGHT STRIP ROOD LIGHT �+ PH. PUSH-BUTTON FOR CHIMES --Ir—. USE PORT • LCCATION � TV JACKS N PHONE OUTLETS N FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRICTION MEETING. I � ALL K i 20 AMP BRANCH CIRCUITS TO BE ARC FAULT FROTECTED. • 20 AMP DEDICATED LAUNDRY CIRCUIT. ' DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 C,FM INTERtl[TTENT. '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 SHALL BE LOCATED IN THE SPACE ADJACENT TO THE SPACE OCCUPIED BY THE DISHWASHER WHERE THE FLEXIBLE CORD PASSES THROUGH AN OPENING, IT SHALL BE FROI ECTED FROM DAMAGE BY A BUSHING, GROMET, OR OT' ER APPROVED MEANS. • SURGE PROTECTION- ALL SERVICES SUPPLYING DWELLING UNIT5 SHALL BE PROVIDED WITH A SURGE PROTECTION DEVICE (SPD). T=5:1T M T TN N 2 20 T • ONE OR MORE 120-VOLT. 20-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM(S) 2CEPTACLE OUTLECS) REQUIRED AND ANY COUNTERTO AND SIMILAR WORK SURFACE RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. • AT LEAST ONE I20-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY RECEPTACLE OUTLETS RECTUIRED FOR ATTACHED GARAGES AND IN DETACHED GARAGES WITH ELECTRIC POWER THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. PATIO I PCLGRE- FAN IRED LIVING DINING ROOM ROOM PRE -WIRED � CLG FAN 136RM.#2 (2) OUTLETS 6`S STACKED GF I / C-P - .o F L 6WITCH IN '� TO 2ND FL\ sW1TCH BATH #2 KTTCHEN z - - \ I I K l � � � � li • 1� �GFI . I •� WH lUH PB. FOfc"+� GFIe44' A PAN. �-- GARAGE AFF.- DOOR I 5/CO®®NJJl/IIOPT, IL REF -"- �,,, BOLLARD A$ REO. PER BLDG. CODE / ,I \ Ff .RR �I II I � Ulf KE'T'LE55METE FIXTURE FIELD VERIFYjZj PRE-WIRED LOC. Q GARAGE FOYER ` CLG FAN DOOR GFI PREWIRE I�� j IRRIGATION - U L'�-_� �jj GARAGE nI OUTLET e 45' AFF. PB. FOR CHIMES -_ _ - f� PORCH LIGHT FIRST FLOOR ELECTRICAL PLAN 5CALE: 1/4' = 1'-0' FOR VENT OR MICRO LED LIGHTING (-0 SINGLE LAV. BATHI -2 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL GOMPL7 WITH ELECTRICAL PROVISIONS OF THE FBPGR 8TH EDITION l2023) LOCAL CODES, AND ALL LOCAL OWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN71LUAN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 3'2/0 GU, THLLN a 1% CU IN 2• CONDUIT OR 3 •4/0 AL, THUN + 1•6 CU IN 2' CONDUIT OR 2/0 AL. 5E.R !CONDUIT TO TERMINATE ABOVE SOFFIT R OVERHANG.) COMBINATION SERVICE 150 P DISCONNECT SWITCH AND 12111.1AM1 M ELECTRIC METER IN 1-7 NEMA 3R ENCLOSURE 150ARP MGB ENTERM CE SERVICETELEVISION ( ESEROUIVPCE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARx� 1 •4 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 N COPPER (CU) IN CONCRETE ENCASED FOOTER STEEL PER 1.1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROV1510N5 OF THE FBCR 8TH "2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE BO PVC EDITION (2023), CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/B" DIA X 8 FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID, 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F: w 4 y � Q U B o vU t] C, U A Q p0p G ¢ �Vay tt 9 c n 0 III Sulamv. & LOT: ABBOTT PARK LOT #37 BLKA PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605—HAYDEN" GARAGE S WING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXR C of HOLAND A.ABOUCHACRA AR NO 93723 PRINT 02 19 24 DATE - SCALE: 1 /4"= V - 0" SHEET El ELECTRICAL LEGEND SYMBOL DEFINITION NOTE S _e 125V OUTLET 20 AMP SINGLE POLE � 110V OUTLET 110V OUTLET I/2 OF OUTLET WILD �l TO SWITCH GPI IIOV OUTLET EQUIPED W/GRND FAULT INTERUPTEI¢ (TAMPER RESISTANT TYPE) 220V OUTLET (4)WIRE CONNECTION --F�- P EXY WATERPROOF GROUND FAULT --ice-GPI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER. SWITCH 4-WAY OPER ^�4 ' WALL MOUNTED V LIGHT CEILING LIGHT © LED CLG LIGHT LED VAPOR © VP PROOF LIGHT O V I VAPOR PROOF LIGHT © RECESSED CAN VENT. FAN I GflM PER VENT. FAN W/LIGHT I OFT[ PER 80. FT. VANITY LIGHT FIxTU� (SPEC'S THD BT BUILDER) 0 PANEL METER O S.D. SMOKE DETECTOR BATT.BIRE w/ HARDwI� 5/CO CARBON MONOXIDE 6MOKE DETECTOR COM150 BATT BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LE55 THEN 4' FROM WALL �- PENDANT LIGHT �11�� NATURAL GAS OUTLET ► TELEPHONE JACK JUL WATER HEATER TO IGNITION ELEVAtED DISCONNECT AIR CONOITIONING v NO. A/C DISCONNECT SEE AFNJ THIS SWEET TV TELEVISION JACK CEILING BOX REQUIRED JO J-BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARLED AS SUCH FOR IN CTIOV CEILING BOX D TO BE BUPPORTED IN LACED IN CEILING FAN/LIGHT ACCORDANCE W/ BOX MARLED 45 SUCH FOR INSPECTION n�nn 24' INCANDESCENT LIGHT STRIP nnnnnn 30' INCANDESCENT LIGHT STRIP nnOnnn nn 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT P.B. PUSH-BUTTON FOR CHIMES --��y• USB PORT LOCATION OF TV JACKS 4 PHONE OUTLETS , FANS TO BE VERIFIED o HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL IS 1 20 AMP HRANGH CIRCUITS 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 SHALL BE LOCATED IN THE SPACE ADJACENT TO THE SPACE OGGUPIED BY THE DISHWASHER WHERE THE FLEXIBLE CORD PASSES THROUGH AN OPENING, IT SHALL BE PROTECTED FROM DAMAGE BY A BUSHING, (IROMET, OR OTHER APPROVED MEANS. • SUfN'E PROTECTION- ALL SERVICES SUPPLTING DWELLING UNITS SHALL BE PROVIDED WITH A SURGE PROTECTION DEVICE lSPD). NOTESdTIEMS PROM CHAN3ELi T N A t ONE OR MORE 120-VOLT, 20-AMFERP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOMl5) RECEPTACLE OUTLETlS) REQUIRED AND ANY CCUNTERTO AND SIMILAR WOW 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 POWEII THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' - I'-O' /—— _ _ _ _--- __\ oLe oLo _ \ i \ / LED LIGHTING P DOUBLE LAV. BATH "3 I I I 9 I - I I aL I I ( I � I � I I LED LIGHTING C DOUBLE LAV. BATH •1 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.at,designgroup.com AA k: 0003325 F V y u B - V 0 0 F o SUHDIV. & LOT• ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN IL 160 MPH EXP. C LLQ ABOdq . A-IACRA AR 1 93723 PRINT 02 19 24 DATE, SCALE: 1/4"=1'-0" SHEET E 2 I FIRST FLOOR PLUMBING PLAN SCALE: 1/4 = I'-m' SECOND FLOOR PLUMBING PLAN SCALE: 1/4 = 1'-0' 2. Z' -1R 2' VTR LAv LA 3 6 1' 2 MAIN PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w � a J � o y o 0 0 I_ W C C C r 2 � O 8L733DIV. & LOT: ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C SHEET pI k w HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER LEGEND MFG. REQUIREMENT5. ® SUPPLY AIR DIFFUSER 2, ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE RETURN AIR GRILL OF NO LESS 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 3. ALL FLEX DUCTS SHALL BE APPROVED ILL 181 CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 SOLID LINE= SUPPLY TRUNK BROKEN LINE= RETURN TRUNK 4, FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT '� BALANCING DAMPER OR OBD OUTLET, OR SANITARY SEWER VENT OUTLET O 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. CEILING EXHAUST FAN OR OTHER MATERIALS AS PER FBC OTLI EDITION (2023) MECHANICAL CODE SECTION 603 CEILING EXHAUST FAN t LIGHT F 6, ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 8TH EDITION O/A OUTSIDE AIR (2023) MECHANICAL CODE 603.1 (T) THERMOSTAT 1, BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND 51MILAR BATHING FIXTURES SHALL BE [S] PASS-THRU AIR GRILL MECHANICALLY VENTED IN ACCORDANCE WITH FBC 8TH EDITION (2023) MECHANICAL CODE SECTION 403. S, ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED, 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE 1 DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCE65 DOORS TO (� _ 1 RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC STH EDITION (2023) MECHANICAL CODE SECTION 60'l. � � `UI_. � 1'_ _- - F. 0- GRILLES AND DIFFU5ERS SHALL BE PROVIDED WITH BALANCING DAMPERS. - - 11, DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. DINING LIVING a' s/ ROOM ROOM NOTE: BEDROOM _�2 O - ALL HVAC TO HAVE PROPER _ PANS W/ DRAINS _---- ATTIC I- X� CEILING oo AR RE�ALL D PLENUM P �, IMF i2X12 1 SUCTION AND LIQUID AIR SUPPLY REFRIGERANT LINES �BATII -{�2 �' T:-IRU `� J SECURE STRAP TO CONC. CONDENSER '] W/ (2)-3/16`X2' TAPCONS UNIT 51MP60N WB ROLL STRAP y OR EQUAL AIR HANDLER �O 3/4' PVC CONDENSATE DRAIN LINE I� ��1 ul�' KITCHEN T A N / C ) EVAP. TRAY T PVC SLEEVE TO LINES BELOW SLAB r �? SECURE S R P TO UNIT W 2 f_�;/— 4' CONCRETE SLAB TRAP DRAIN LINE AND TERMINATE �� �' _.. �� "1 1/4 SLIT. MTL. SCREWS CONDENSER UNIT � REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT ),� � _ YaN. CONNECTION TO PAD IN AN aTH EDITION DRAIN, A6 PER FBGR 8TH EDITION (2023) MECHANICAL BLDG. CODE --- - -- NOTE: MAIN COND. DRAIN 3/4' DIA. - _ OVER HEAD 9 12' FROM STRUCTURE SECTION 30-12.4 HVAC DRAINS -: I R M I') Ay SCORIATED NICKEL FIN. FLOOR !I FLEX BRONZE FL. PL. OR WALL COUNTERSUNK FOYER III C.O. PLUG lil 6 SEE SPED G��R1C:L - � 14-- BRA55 PLUG `� -Ji.— IJ� XB' CONC. - FIN. GRADE ''.. FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS PORCH REQUIRED FITTING OR --_-__- --- WADE 8240-K JOSAM 56000 EXTENSION TO SOIL - - INSIDE � SERIES NICKEL RASE TOP OR WASTE AS CAULK REQUIRED I•',—fC_ll_-IJ FLOOR SLAB CLEAN -OUT (TYP.) NT5 rq-�EXT. GROUND CLEAN -OUT (TYP. N 5 FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 = 1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 w .abdesigngroup.com AA #: 0003325 F 14 N v � 3 Fo � W � m C B � B = C p r 9 2 � 0 SUBDIV. & LOT: ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C \- A$ NO 93723 , DAATTE: 02/19/24 SCALE: 1/4"=1'—O" SHEET mI r N M r SECOND FLOOR MECHANICAL PLAN S—ALE: 1/4 = 1'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 ti W � o 3 O U C) o a c � r o v a r i m e ITTT v a SUHDIV. & I.OT: ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODEL 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C IFlROLAND A- AB&JOHACRA AR NO 93723 PRINT 02 19 24 DATE: / / SCALE: 1/4"=1'-0" SHEET M2 r 2X4 TOP PLATE PER FLR PLAN 'REFAB TRU55 1/2, CLG. BOARD 1/2' DRYWALL � 1 I 1 SECURE BT. 2X4 WOOD PLATE TO SLAB STUDS -24 W/ 10.1 MASONRY O.G. NAIL m 32' O.C. MAX SLAB FIN. FLR NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (S)TYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'=I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER 5L;EET SNI. SECURED PER FA5TENER SCHEDULE PRE -ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER -01 ELEVATIONS ���TYR o H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. 5/8" GYPSUM BI OR 1/2, HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION ! �R-4.1 INSULATION N WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 6 24' O.G. 8' CMU �-- 1/2' GYP. WL. BD. WOOD BASE n W/ WINDOW OPENING 5' DIA. SLEEVE, DO NOT CUT REBAR PIPE BOND BEAM DO NOT GUi SOLID GROUT THE BOND W/ (1)- 'S _ _ _ BEAM (2) COURSE KEBABS 2A PIPE THROUGH BOND BEAM p SCALE: 3/4'-1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT 45 PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI, SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 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•I. n TYP. WALL SECTION NO OPENING 5 1—STORY HIP BLOCK WALL D1 SCALE: 3/4'=1'-0' 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 •4 WHICH USES (2) TWO LAYERS OF 4671 1--)226 TYPE II OR ASTM D4869 TYPE III OR TYPE Iv UNDERLAYMENT. FASCIA NOTES: I. ALUMINUM FASCIA TO BE INSTALLED 45 PER FBCR R704.3.1 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 0.05T" X 0.117 HEAD DIAMETER) FOR A 2' X 4" SUBFASCIA AND THREE FACE NAIL FOR 2' X 6' AND GREATER SUBFASCIAL. CNILK AND SEAL G49 LINE I �' PVC BLEE�E FCR GA4 LINE e• crw - I,��IDDD eASE %2B GAS LINE THRU BLOCK SCALE: �•.I-m CO-r BEAD IR' THICK 2 COAT 0' CMU SEE PORTLAND CEMENT STRUOTURAL FOR PLASTER APPLIED DIRECTLY TO REINFORCEMENT MASONRY / 2.6 P.T. LLD ATTACHED TO FILL CELL A9 PER PRODUCT APPROVAL REO. SEALANT BACKER ROD WEATHER STRIP MOULDING ALL AROUND(BY GAL,, STEEL _ '_ DOOR MANUFJ TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL OVERHEAD DOOR APPROVAL REO, VERTICAL TRACK I' MIN. BY OTHERS BY MALF, SLIDE FASTENED TO TRACK BRACKETS RODE W/ PRODUCT APPROVAL RED. s GARAGE DOOR JAMBS DI SCALE: 11/2'=1'-O' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT AS WITH UNDERLAYMENT AS SECURE W/ ( 2 ) 12d NAILS PER FBCR 2023 905.1.1.1. PER FBCR 2023 905.1.1.1. o EA. END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRU55ES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI, SHEET SNI, SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE 5TIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL, DRIP EDGE 2x FASCIA PER MAX. PRE-ENG WC). TRUSS Ax 2x FASCIA PER ELEVATIONS o. ELEVATIONS PER ELEVATION VENTED SOFFIT VENTED SOFFIT _- CONT. 2x RAT RUN SECURED PER WALL SHEATHING I' THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING SHEET SNI. SECURE PER - - SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER ON SHEET SNI LPER ELEVATION _ --- FASTENER SCHEDULE PRE-ENG. GABLE TRUSS 5/0. GYPSUM BOARD OR 1/2' — ON SHEET SNI. HIGH STRENGTH CLG. BOARD - PRE-ENG. GABLE TRUSS WEEP SCREED R-4.1 INSULATION WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS WINDOWS AND DOORS S2x P.T. SECURED PER HALL BE INSTALLED AND FLASHED IN AND DETAILS I ACCORDANCE WITH THE FENESTRATION — MANUFACTURERS- 'i -I"rWRITTEN INSTRUCTIONS 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR. 8' CMU n W/ WINDOW OPENING ti REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' O.C. 1/2' GYP. WL. BD. WOOD BASE CMIU J� 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R30I.1.3 AND 1609.5.1. n TYP. WALL SECTION NO OPENING (-6--�1—STORY GABLE BLOCK WALL D1 SCALE 3/4'=I'-O' NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 8TH EDITION IS 04 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: 407-77"078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 W � � C Z � s o u F S C _ 0 n ajcl W C 0 O 0 0 G 0 9 0 3UISDIV. & LOT: ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C 6 1L 16 AR NO 93723 PRINT 19 02 24 DATE: / / SCALE: 1/4"=1'-0" SHEET DI r FIBERGLASS SHINGLES WITH UNDERLAYMENT 45 PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRU55----- 24' O.C. MAX. METAL DRIP EDGE—� 2x FASCIA PER — ELEVATIONS VENTED SOFFIT REFERENCE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL IX2 FIRE-STOF FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNE55 AS PER SHEET SNI. SECURED ' PER FASTENER SCHEDULE PER PRE-ENG WD. TRUSS PER LEVATION 24' O.C. MAX. -',?ELEVATION METAL DRIP EDGE --__-k BATT INSULATION BATT INSULATION REFER TO ENERGY _ _ s REFER TO ENERGY CALCS FOR VALUES 2x FASCIA PER - = CALCS FOR VALUES 5/6' GYPSUM BOARD ELEVATIONS r--0 = 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH T-P OR 1/2' HIGH STRENGTH CLG. BOARD VENTED - CLG. BOARD Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP -R-4.1 INSUL. REFERENCE STRUCTURAL -, R-4.1 INSUL. O Q � WINDOWS AND DOORS w SHALL BEINSTALLED v AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS z E w C STRUCTURAL 3/4' T t G SUBFLOOR GLUED AND NAILED 1/2' THICK, 2 COAT AS PER NAILING AS - - - - Z i O �- J SCHEDULE PORTLAND CEMENT PLASTER APPLIED w DIRECTLY TO MASONRY �! ER �WELEVATICN IX2 FIRE -STOP SEE STRUCTURAL \L z 0 WINDOWS AND DOORS � SHALL BE INSTALLED Q AND FLASHED IN j w ACCORDANCE WITH THE w FENESTRATION (Y MANUFACTURERS a WRITTEN INSTRUCTIONS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP 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 NIP ROOFS- FASCIA SHALL BE BENT AROUND THE CORNERS AND EXTEND AT LEAST 12" BEYOND THE CORNER. THE NEXT PASCIA MATERIAL SHALL OVERLAP THE EXTENSION A MINIMUM OF 3' AND BE FASTENED THROUGH THE RETURN LEGS OVERLAP, 3. CORNERS ON GABLE ROOFS- FASCIA SHALL BE WRAPPED AROUND AND EXTEND AT LEAST I' BEYOND THE CORNER. THE TABLE 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 0.057' X 0.II1 HEAD DIAMETER) FOR A 2' X 4' SUBFASCIA AND THREE FACE NAIL FOR 2' X %` AND GREATER SUBFASCIAL. PER LEVATION GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG BOARD i,PER YELE VATI ON R-4.1 INSUL. STRUCTURAL Ix2 P.T. FURRING STRIPS 6 24' O.C. S" CMU I/2' GYP. WL. BD. WOOD BASE IX2 FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP z 0 Q I w w Q 3/4' T b G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE ER LE VATION ER LE VAT ION 5/5' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS m 24' O.G. 8' CMU I/2' GYP. WL. BD. WOOD BASE G NEDE CsF:ADE I a _, LINE n W/ WINDOW OPENING n WITHOUT WINDOW OPENING lei 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4' = I'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com k AA #: 0003325 J N � w w � 0 a rc� o 0 _ u o o a 0 Q 0NJ a fl Al c � � fl p= e e o 0 3umnv. & LOT: ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODEI - 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP. C DATE: U`:/1a/'�4 SCALE: 1 /4"=1'- 0" SHEET TL)2 TOP: 2X6 P.T. s CENTER OF DOOR HEADER SECURED W/ T 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X/8' WASHER a NUT OR W/ (2) V2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' x 2' x 1/8' WASHER 1 NUT — TO ELK W/ I/4' TAPCONS 1 1/2- EMBED., 8' O.G., 4' END DIST., 1 1/2' EDGE DIST. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) I/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' x 1/5' WASHER 1 NUT. (V WITHIN 8' OF TOP, (1) WITHIN 8' OF THE BTM, O (3)EVENLY SPACED. 1 NOTE5: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (a1BUCK ATTACHMENT D3 xr�E Irs+r-m, 3/4 FIT BUCK 1/4' SHIM 0 � U O � � NTERIOR I I EXTERIOR 3/4 X9" REGESS� 2xa: cm SECURE TO BLOCK W/ 3/16' TAPCON5 (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END ! IS' O.C, MAX SPACING. z_ 3/4" BUCK CONNECTION PTO BLK DETAIL 2X6: SECURE TO BLOCK W/(2) 3/16' TAPCON5 (MIN, SHANK SIZE .145 MIN, HEAD 51ZE 300 5' CMU MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END e' CMu I/2' DRYWALL 1 IS' O.G. MAX SPACING, Iz4 P.T. OR 5/4'X4' MIN. I/2' DRYWALL SECURE THRU FRAME ! I'X4' 2x6 CEM EXTEND-I/4' INTO P.T. NAILER SECURE TO BLOCK ❑ I'X4' BLOCK W/ 3/I6' W/(2) 3/16' TAPCONS P.T. NAILER TAPCONSUj� DOOR CASING (MIN, SHANK SIZE 145 1/16' O.S.B. X 4' MIN, (MIN, SHANK SIZE .145 MIN. HEAD SIZE 3OO MIN, HEAD SIZE 30O MIN. EMBEDMENT 1 1/4') DOOR CASING MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR JAMB OR WINDOW 1 IS' O.C. MAX ! 16' O.G. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4: cm SECURE TO BLOCK W/ 3/16' TAPCCNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END ! IS' O,C. MAX SPACING, 2X6: SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END a' GMU 1 18' O.C. MAX SPACING, 112' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK F. NAILER WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 1 15' O.C. MAX DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4') DOOR JAMB TO BLOCK +1 1/2" �W[NDOW TO BLOCK +1 1/2" NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" �� I�ND�OW TO BLOCK +i 15/16" 2X4: SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN W OF EACH END ! 18' O.G. MAX SPACING, NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 1 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16' TAPCON MIN. 1-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END a' CMU 1 IS' O.C. MAX SPACING, 1/2' DRYWALL 2X8: SECURE TO BLOCK I'>1 ❑ WK2) 3111, , P.T. NAILER (MIN. SHANK SIZE.145 DOOR CASING MIN, HEAD SIZE .300 MIN. EMBEDMENT I I/4') WITHIN 6' OF EACH END 1 IS' O.G. MAX SPACING, DOOR JAMB OR WINDOW 4TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO HLOCK +2 1/4" 2X4: SECURE TO BLOCK W/ 3/16' 7APCONS (MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 1 IS' O.C. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 1 18' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/IS' TAPCONS (MIN. SHANK SIZE 145 1'MN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S. OF EACH END 1 S. O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) C e' CMU I/2' DRYWALL CELL TO BE POURED SOLID W/ 2,500 P51 CONCRETE REINFORCED W/ (1) 5 VERTICALLY I'X4' P.T. NAILER 1/I6' 0.5E. X 4- MIN. OOR CASING a1'15 OR WINDOW TO 2X PER :TURE5 DETAILS. DOOR JAMB r�LBLK DETAIL J 9C4LE: I/4 I'-0' 2X4: ® 2X4: CEO SECURE TO BLOCK SECURE TO BLOCK W/ W/3/16' TAPCONS (MIN. I/4' TAPCONS (MIN. SHANK 51ZE .145 MIN. SHANK SIZE .145 MIN, NOTE: HEAD SIZE 300 HEAD SIZE 300 WINDOUIS AND DOORS SHALL BE MIN. EMBEDMENT 11/4') MIN. EMBEDMENT 1 1/4.) INSTALLED AND FLA8HED IN WITHIN W OF EACH WITHIN S' OF EACH ACCORDANCE WITH THE FENESTRATION END ! 1a' O.G. MAX END 1 W O.C. MAX MANUFACTURERS WRITTEN INSTRUCTIONS. SPACING. SPACING. 2X6: ® 2X6: SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCON5 W/(2) I/4' TAPCONS (MIN. (MIN. SHANK SIZE .145 SHANK SIZE .145 MIN. MIN. HEAD 51ZE 300 HEAD SIZE 300 MIN, MIN. EMBEDMENT 1 1/4') EMBEDMENT 1 1/4') WITHIN W OF EACH END 8' CM WITHIN 8' OF EACH END ! 18' O.C. MAX SPACING. 1 18' O.C. MAX SPACING. 8' CMU 2X8: ® 2X8:CEM 1/2' DRYWALL 1/2' DRYWALL SECURE TO BLOCK El'1'X4' SECURE TO BLOCK ❑ I'X4' W/(2) 3/16' TAPCONS P,T, NAILER W/(2) I/4, TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 1/1W O EI. X 4' MIN. MIN, EMBEDMENT 1 1/4') MIN. EMBEDMENT 11/4') WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR CASING 1 16' O.C. MAX 11 18' O.G. MAX SPACING. DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" low Tn Rr nCx +:1" 2X4: CO SECURE TO BLOCK W/ 3/16' TAPCON5 (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN, EMBEDMENT 1 I/4') WITHIN 8' OF EACH END / 18' G.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE / SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16' TAPCON MIN. I-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4')_Ly WITHIN e' OF EACH END 8' GMU 1 18' O.C. MAX SPACING, I/2' DRYWALL 2X8: ®El SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .I45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 2ND 2X SECURE WITHIN 8' OF EACH END ! 18' O.G. MAX SPACING. TO STRUCTURAL MEMBER W/(2)12d WITHIN 8' OF EACH END ! 6' TO a' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAll.S JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3" F NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" ��D�OW TO BLOCK +3 7/18" 2X4: SECURE TO BLOCK W/ I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 30O MIN, EMBEDMENT 1 I/4') WITHIN 6' OF EACH END 1 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE ! SECURED 2X6: ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/16' TAPCON MIN. 1-114' W/(2) I/4' TAPCONS (MIN. EMBEDMENT INTO BLOCK. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN a' OF EACH END 8 CMU ! 18' O.G. MAX SPACING. 1/2' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 1/4' TAPCONS (MIN. SHANK SIZE J45 1' P.T. X 4' MIN, MN. HEAD SIZE 30m MIN. EMBEDMENT 1 1/4') DOOR CASING WITHIN a' OF EACH END / 18, O.C. MAX 5PAGING. DOOR JAMB 'WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" TO BLOCK +3 3/4" ��D�OW 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 W 4 0 V cl 0 0 o � Q e r 0 3UHDIV. & LOT: ABBOTT PARK LOT #37 BLK:I PHASE: 3 PROJECT# 04181, 003-37012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C oop A. A NO DATE: 02/19/24 S CAI.E: 1 /4"=1'— O" SHEET D3 M _.__... _. I. - -------- I _— _—T I f_.I I I I ___i -__ _ _ __ 1 11 ___� 1 CODE PRODUCT APPROVAL LISTING SHINGLE (STANDARD) PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE FL # MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 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 12/31/2024 16100.1 PLY -GEM WINDOWS WINDOWS INTERGRAL MULL 2023 FBCR 11/30/2026 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.3 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1108 2023 FBCR 12/31/203$ 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 5248.9 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL -#1122 2023 FBCR 12/31/2035 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.1 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1100 2023 FBCR 12/31/2035 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10737.11 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL -#1123 2023 FBCR 12/31/203$ 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.5 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 30531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2023 FBCR 12/31/2024 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2023 FBCR 12/31/2024 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2023 FBCR 3/2/2030 16844 - R7 ALPHA ALUMINUM, INC. WALL PANELS EXT. SOFFITS 2023 FBCR 7/10/2033 17676.2E MI WINDOWS &DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2023 FBCR 11/3/2025 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2023 FBCR 4/30/2026 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2023 FBCR 8/27/2027 15332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2023 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2023 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2023 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2023 FBCR 12/31/2024 5678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 5/21/2028 23958.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2023 FBCR 12/31/2024 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2023 FBCR 12/31/2024 23956.2 THERMA-TRU EXT. DOORS 6'-8"SWINGING EXT. DOOR w/SIDELITE 2023 FBCR 12/31/2024 23956.$ 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 12/31/2024 20461.9 THERMA-TRU EXT. DOORS SWINGING single life 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 10/4/202$ 10477.1 JAMES HARDIE BOARD ARTISAN 2023 FBCR 12/31/2026 13192.2 JAMES HARDIE BOARD PLANK 2023 FBCR 12/31/2026 13223.2 DAMES 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 12/31/2026 30310-112 IKO SHINGLES 30 YEAR 2023 FBCR 12/31/2099 158.1 CASTCRETE STRUCTURAL LINTELS 2023 FBCR 5/21/2027 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 15272.2 RS ALSIDE ALLIANCE 'T4'VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 41778 GLOBAL BAMBOO TECHNOLOGIES, INC. WALL PANELS BAMCORE PRIME WALL SYSTEM 2023 FBCR 1/1/2025 17188-R5 MID -STATES ASPHALT & CANT STRIP, INC. ROOFING UNDERLAYMENT 2023 FBCR 11/2/2025 41886.1 MI WINDOWS &DOORS SINGLE HUNG - 2023 FBCR 8/27/2027 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2023 (8th EDITION) BUILDING CODE INFORMATION SYSTEM @ REFER TO THE FLORIDA FBCR 2023 (8[h 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 b6es ign g ro u p.com AA #: 0003325 i; w � � � s a J � 4 0 M � L2- ` o Q. m 0 9UHDIV. 8e LOT: ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT 04181.003-37012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C A. A NO 4 r -p PRINT 02 19 24 � DATE• � � M SCALE: 1/4"=1'-0° SHEET i OI. FOLD INWARp s F?, A ®FOLD OI. FOLD I PT. A R. GREASE • PT. B 3. CREASE a F'T. C O ® ©FOLD SHIN— ROOFING— DRIP E— .--' - BEL 6HEATHI+Y.a, 1-IECHICAL FA TEN 4. OG. M. O � C�A6�E AID: BPT. A ® KICKOUT DETAIL FOLD OI. FOLD INWARD . PT. A a. or�A6E . Pr. a 4. FOLD Pi, c OVER PT, B TILL PT. C TOUCHE6 BOTTCM RANGE r� m la. eoTICM FLAN'-'E wATER TIGHT 6EAL. WLD. QQ bQT OUT. THICK, 3 COAT CEMENT PLASTER (FRAME), I/1' Z DDaT CEMENT PLA6TER ICMU) WRB LAYER •4, FORTIFIBER BUILDING PAPER IFRN-IE ONLY) WRB LAYER �, 6Tucw WRAP(FRAME CNLY> LAP LAYERS OF BUILDING WRAP OVER NAILING —, 6TCF URB �Y.'ABOVE 6HMGLE6 (FRGI'1E ONLY) FRA^1E OR R1ULE.TFRICR 6 �N EXTERIOR RGCFite — _ -. rrxon\ - 5x5 WALL FLdSHWG -�aao �= KICK -MT RA6HING <6E\\—WATER TIGHT BEAL ll E g0�OUT1OM OF ROOF5 FACIA WRAP WOOD SHEATHING OR CMU WR5 LAYER "I, 4 STUCCO WRAP (FRAME ONLY) $° THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) ' METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED Z 5"X5" "L' TYPE CONTINUOUS y GALV, METAL FLASHING z (NAIL TO ROOF DECK, NOT WALL SHEATHING:) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS OA' L" FLASHING V.I,S, L E G E N DRAINAC;E PLANE (WFS LAVER "I, STUCCO WR,4P) UJR5 LAVER #2 (FORTIFIBER — — — — — — 5UILDINC3 PAPER) 1"(ETAL LAT14 X—X—X—IX WOOD OR 7/1ro° ZIP WALL /Xl / /i SHEATHINCz SELF-ADHESIVE FLASHING — — — NOTE. METAL LATH: LATH TO PE PER SECTION R703,7J / ASTM C1O&3-20185, MIN- 2.5 LBS. PER &0, iARD CUTILIT'' OR NOMINAL LATH DOES NOT MEET 5PECIFICATfON5) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F pQ N ZZ V Q A W O F. TV C 9 9 qaQ e 0 SU13DIV. & LOT: ABBOTT PARK LOT #37 BLKA PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DAR ET 02/19/24 SCALE: 1 /4"=1' - O" SHE�ETI/T I1j\`g/ V V L \\\ � I 4 M P LE END DRAINAGE PLANE (WFR5 LAYER #I, STUCCO WRAP) UJRB LAYER #2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—X—x—x STUCCO WOOD OR 1/IG " ZIP WALL SHEATHING SELF-ADHESIVE FLASHING-, AG LSHIN NOTE: ME -AL LATH: LATH TO BE PER SECTION R703.7.1 / ASTM CIO&3-20I8B, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LA'L4 DOES NOT MEET SPECIFICATIONS) 6' SELF ADHESIVE zxFINISH . OVER TOP 4 6IDE5 SELF FL ASH ING UNIT PREMANUF. DRYER VENT CAP (5ET IN - - CONT.5EALANT) SEALANT e - TOP 4 SIDES �B DRYER VENT (BLOCK) BUILDING PAPER OVER 'CIUICK FLASH' PIPE THROUGH — WALL 6' 5ELF ADHESIVE FLASHING (INSTAL( PER MANUF. SPEC: BUILDING PAF UNDER 'QUICK FLA VENT PENETRATION ti SCALE: N.T.5, ELEC. 1"IETEF VERIFY LO H7="_\ v KCL.0 I v= STUGCO SCRATCH GOAT 4 1 COAT OF PAINT W/B,4CK- ROLL PRIOR TO METER INSTALLATION l WOOD SHEATHING WRB LAYER •I, STUCCO WRAP WRB LAYER •2, FORTIFIBER BUILDING PAPER METAL LATH WOOD "1/e' TEXTURED CONSTRUCTION Ix�—FINISN - WOOD I(� FASTEN TO WOOD STRUCTURAL MEMBER s T D.C. MAX 8' CMU - Y' TO'e' MID -WALL WEEP SCREED za �6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING EXTURED FINISH m MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER •I CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X" INTO e LAYER I, SELF -ADHERING X STUCCO UJRAP STUCCO, MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER •1 STEP #1 &TEF #2 APPROvED HOUSEWRAFI WRB LAYER -1, BELOW STUCCO WRAP -ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT APPLY bm MIN SELF -ADHERING NO MEMBRANE _ GRADE"D"FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY STUCCO SCRATCH GOAT APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER AND ONE (1) LAYER OF PAINT APROVED PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER "2, FORTIFIBER BUILDING PAPER A CVITY TO BE FILLED STE= 5 WITH RIGID POLYMERIC &TEF 4 ISOCYANOTE-POLYBLEND FOAM STUFF" -("GREAT OR SIMILAR) APPLY A SILICON EL45TOMERIC SEALANT AT COATING OVER BASE POINT .gy. STUCCO/ C.V. FINISH THAT ELEC. WIRE PENETRATES (SEE TYPICAL WALL APPLY E-Z BEAD -�« � SECTION) OVER CO MIN GRADE 'D' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS \—PROVIDE STUGCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION 57EF #E� 57EF OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F W h O O RwR a A � C� 0 C B 0 = C n t m 0 v C 0 0 SUBDIV. & LOT- ABBOTT PARK LOT #37 BLK.1 PHASE: 3 PROJECT# 04181.003-37012 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C °ROLAND A. ABOUCI4ACRA Ilk AR NO 93723 , R 02 19 24 : 1/4"=1'-0" r 41 e L JEA GIE-il N 11) DRAINAGE PLANE (LRB LAVER 1*1, STUCCO WRAP) LRB LAVER #2 (FORTIFIBER— BUILDING PAPEfR) METAL LATH x—x—x—x STUCCO I WOOD OR T/lro" ZIP WALL jl SHEATHING SELF-ADHESIVE FL,46HING NOTE: METAL LATH: LATH TO BE PER SECTION R-103,T] / ASTM ClO(o3-20188, MIN. 2.5 LBS. PER 50. , ARD (UTILIT'' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 2 1/2'' CORNER BEAD (FASTENER 8 SFAGING Q T" O.G.) I j 5 > t, GMU 1/2" THICK, 2 COAT GEMENT FLASTER AFFLIED DIRECTLY TO MASONRY 14B CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 E xN pp y a � �Q s w J � $ � a o $ 0 tv poQ p0Q C e ° cn W 0 s hU M� UO U fU-0 SUBIDIV. & LOT: ABBOTT PARK LOT #37 BLK:l PHASE: 3 PROJECT# 04181.003-37012 MODEL • 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STJftrrO D � t ;� ve ROLANb A. A CRA AR NO 23 PRINT 02 19 DATE: / /24 SC ALE: 1 /4"=1' - 0" SHEET WA3 WOOD CONSTRUCTION BEYOND —�:J WOOD SHEATHING WEATHER RESISTIVE BARRIER -1 i WEATHER RESISTIVE / \ BARRIER "11.0 \ W "�REVEALP SDING // \ &'SELF- ADHERING / r FLASHING &'SELF -ADHERING / _1 FLASHING y \ ' �WEATHER RESISTIVE BARRIER •1 \ \ HEATHER RESISTIVE STARTER STRIP \ BARRIER -2 DO NOT CAULK OR *V &'SELF -ADHERING SEAL OPENING / FLASHING METAL �FLASHINGFLASHING ALV'D METALGALY'D — NOT CAULK OR IV X 6' SIMULATED SEAL OPENING WOOD TRIM MEMBER _ STUCCO CASING BEAQI X SIMULATED tL WOO TOD TRIM MEMBER SEAL GAP W/CAULKING OAPPROVEDSEALANT sTuccO caslNG BEAD SIDING TO STUCCO ®� BLOCK TO FRAME ��� TRANSITION 1✓ LEGEND DRAINACzE PLANE (WR5 LAYER 01, STUCCO WRAF) WRB LAYER #2 (FORTIFIBER — — — — BUILDING FAFER) METAL LATH x—x—x—x STUCCO =_ J WOOD OR 1/IG" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION RI03.1.1 / 45TM C1063-20155, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5FECIFICATION5) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W 6 h Q 14 W O Q Q G Q 9 F C C O sysDly. a� I.OT- ABBOTT PARK LOT #37 BLK:l PHASE: 3 PROJECT# 04181.003-37012 MODEL 4EHB 2605- HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1� WA. A kR NO RINT ATE/ 02 19 /24 CAI..E: 1 /4"=1' — 0" BEET V V A4 AVAILABLE SIZES MOUNTING CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY 6" AND 10' SHOWN IN 4' GALVANIZED ALIGNED VENT PIPE 15 SEALED IF UTILIZED, NAIL IN PLACE USINGI14 NAILS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE PREPARATION CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RE COMMENDED IN SEVERE WEATHER COASTAL SW- THING - SIZE THE OPENING IN ACCORDANCE WITH THE CONSTRUCTION ZONES, CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. �c FITTING REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING —E OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOPAND SIDE FIANGESCT70MVENT UPAND UNDER ALLOFTHE'NTNGLES. OM VENT FLANGES TO LAY ON THE THE TOP OF THE SHINGLES. F ROOF HOOD VENT DETAIL SCALE: NT5 TEMPO FOLD-1 HOUSEL CUT 14OJ5EWRAP TUCK FI AT 45' ANGLE at LEA'. I35' I MODIFIED -I- CUT IN HOUSEWRAP LINE OF WINDOW 'I OPENING t I '.� FOLD 1 \ IN AT APFROVED HOJSEWRAP OVER SHEATHING OVER WD STUD WALL �I BLOM STEP I FLASHING OVER NAIL W. FLANGE JAMB5 E BELD FLASHING MIN I BEL / OW SILL \7/\ FLEXIBLE FLASHING DO NOT SEAL BOTTOM —' FIN STEP 6 INSTALL 6' SELF-ADHERIN-`s FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE I EXTEND 5ELF-ADHERING FLASHING I- MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP NEOPRENE BOOT �n ASPHALT PLASTIC CEMENT MOLDED AROUND BASE OF PIPE ANO OVER FLANGE ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE6,(CAP NAILS. STAPLES) INSTALL DUPONT FLEXWRAP AS TF FLASHING AT THE FOLD HOU5EI AP DOILN 4 TAPE DIAGONAL CUT i ACROSS HEAD CF WINDOW PLUMBING VENT DETAILS SCALE, NTS IFPLY 3g' NOM.— :ONTIN000S BEAD > SEALANT AT MISS AND HEAD F'PLY TO EAOK C IINDOW NAILING LANGE IN LINE W/ TIE -PUNCHED DUES OR 5LOTS, INSTALL 6' WIDE ADHESIVE - BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT/PROTECTO-WRAP BT-20XL - E(2UIY) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 1� (FULL WRAP) SC,4LE: NTS STEP 4 STEP 9 —APPLY MEMBRANE FLASHING O'ER JOINT 36" WIDE VALLEY FLASHING SCYORHEAVIERFELT NO FASTNERS WITHIN 6"OF CENTERLINE E%TRA FASTHERS IN UNOERIAYME IT END OF SHINGLE EXTEND END SHINGLE ASPHALT AT LEASTI2"BEYOND VALLEY CENTERLINE ROOFING CEMENT CUPPED OFF _ CORNER AT 45 DEGREES ASHINGLES TRIMMED 2" BACK FROM VALLEYCENTERLINE NOTE: I. IT 15 THE CONTACTORS RESF'ONSIBILTY TO VERIFY ROOF VALLEY DETAIL THE COMPATIBILITY TS ALL PRODUCTS INCLUDING THEHOUCOMPATIBILITY SEALANTS t L FRODH TS, IN SCALE: NTS FLASHING MATERIALS USED DURING CONSTRUCTION, 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1195 FOLLOWINGS COMPLETION OF EXTERIOR RETROFIT WORK N_ ONE REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH 1 EVIDENCE OF WATER INTRUS[ON BELOW THE WINDOW OPENING I1 1�II I NOT SEAL INTERIOR PERIMETER OF WINDOW WITH 5EALANT APPLY 051 H2U (01 EQUAL) SEALANT A WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANDO WHITE -SEAL RC -SE OR EQUAL). SLOPE BILL TO EX NOTE: I. IT 15 THE CONTACTORS RESPONSIBILN TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS 4 $ELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. FLASHING AT EXTERIOR WINDOWS AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED METHOD IA OF FBC R103A 1.1 IN ACCORDANCE WITH FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS. WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) 5CALE:NT5 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 wwwZAbdesign grou p.co m A #: 0003325 h w � j � J tN Q _ 0 v 9 A StJHDIV. & LOT' ABBOTT PARK LOT #37 BLK:l PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C � �1 /% yT f((JJjjyy RND A. A ACFiA AR NO 93723 DA ET 02/19/24 SCALE: 1 /4"=1' - O" SHEET WA5 .00 If; 115' TEXTURED \.. / FINISH o WOOD, - / I/2' TEXTURED 2xro SUB -BAND I FIN ®cnu W/I"x4" NOTCN METAL LATH x r - END, WRAPPED IN WD Ca x x x / METAL FASCIA WRAP / OOSHEATHIN PEEL _ x x s x x U1R5 LAYER "I, I — DRIP EDGE CIA\ STUCCO WRAP(FRAME ONLY) -_ x x x x x x x = �:I WRe LAYER "2, FORTIFIBER - x x x I_ i l/8" TEXTURED I A FP14MEN PAPER - v FRAME OR CMU /8 FINISHs WOOD zxb sue BAND x - FELT PAPER /8 1/2" TEXTURED RooFwr CEMENT FINISH e CMU % DRiP EDGE DRIP EDGE METAL FASCIA O ��� METAL KICK OUT (REFERENCE POINT WRAP Ys° FROM ONLY FOR WALL OFF STUCCO, I" FROM SET OF COMPONENTS) -- -- WOOD WALL EXTERIOR WALL METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF (FRAME OR GMU) vV � � DRIP EDGE NOTE: NOTCH FOR 2X6 2x SU8-BAND SUB BAND ONLY ROOF KICK OUT REMOVED \ FOR CLARITY 1/y"x4" NOTCH a i END, WRAPPED IN ROOF DECK (BEYOND) PEEL 4 STICK EDGE, I" OFF WALL 'ROOF CEMENT e "-' NOT INTO STUCCO) OOOTED FOR I �T/S" TEXTURED FINISH a CLARITY WOOD, vz" TEXTURED SUB BAND DETAIL Ci) WALL FINISH s CMU 2.& 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 e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4'x4'-O" SCABBED TO TRUSS W/12d NAILS ro'-a' O.C. MAX. 2x SUB -BAND W/1,V2"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) �U *ROOF CEMENT a ROOF EDGE OMITTED FOR SUB BAND DETAIL C WALL CLARITY W/KICK— OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroupxom AA #: 0003325 D W � � s A a o y 9 4 tlH� c� � ry Il a e- - a ediiii- e a m 0 SUHDIV. & LOT- ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODEL- 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C A. A NO DATE: 02/19/24 SCALE: 1/4"=1'-0" SHEET WAG r 4 P FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.1-;INDICATES #5 BAR, MINDICATES #6 BAR,®NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2023 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB I THICKNESS I REMARKS 6x6 W' W1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESSI REINF. TOP REINF. T.O.F. LONG FM-12x18 12" CONTINUOUS 18"(2)#5's FM-16x20 16" CONTINUOUS 20"(2 #5's FM-20x20 20" CONTINUOUS 2U'(2) 's FMC-16x20 16" CONTINUOUS 20"(2)#50s - VARIES CW-12x12 12" SEE PLAN 12"(2) #5's CWC-12x12 12" SEEPLAN 12"(2)#5's - VARIES F-24x24 24" 24" 12" (2)#5's (+)0^ 0^ TE-0 8" SEE PLAN 8"(1)#5's SEE DETAIL 11 ON SHEET S1.1A FOR EXTENDED FOOTER FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesign gro u p.com AA #: 0003325 � Q v q r R w w w w to U y A 11 Q i5 IIII C c: y 4 sul3mv. & LOT ABBOTT PARK LOT #37 BLKA PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C \ J ROLAND A.ABOUCHACRA 41 AR NO 93723 PRINT 02 19 24 DATE: / / SCALE: 1 /4"=1'- 0" SHEET s l MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED PLAN FOR SIZE AND CELL SEE L _ ,. I _ CELL SEE PLAN A L FOR SIZE AND ° s - SPACING REQUIREMENTS a � I-.: SPACING REQUIREMENTS �o FM B a ill o ai - ° CORNER BARS, SAME SIZE AS LARGER BAR a m 8" CMU WALL o °I IN FOUNDATION WITH 30" LEG EACH kl _z m 5i 8" CMU WALL n z 1° E 7 WAY AT ALL CHANGES IN DIRECTIONS ( ° SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS „� ,. a TOP OF SLAB TOP OF SLAB % ��. I� VARIES CONTINUOUS STEEL MONOLITHIC a SEE SLAB SCHEDULE BAR SIZE _ - SEE SLAB SCHEDULE TOP OF GARAGE FOOTING REINFORCEMENT SEE SCHEDULE EXT. PORCH SLAB a 4" CHAMFER (1-STORY) ° W/ 1/2" ISOLATION 3 6"CHAMFER (2-STORY) a 4 EXT. PORCH SLAB W/ 4" CHAMFER (1-STORY ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING JOINT(WHERE APPLICABLE) • • #4 N42' JOINT (WHERE 3" l ��. 6" CHAMFER (2-STORY) ♦.� • DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST z SEE SCHEDULE #5 FOR BAR SIZE APPLICABLE ) i SEE SCHEDULE FOR MD, BAR SIZE NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO - AND BAR QUANTITY #6 BAR f AND BAR QUANTITY - #' - MONOLITHIC FOUNDATION EXTERIORMONO-FOOTING2 EXTERIORONO -FOOTLING CORNER BARS DETAIL 3 p S 3/4"=1'-0" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP w NEW REINF. BAR J o a SECURED W/2-PART No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE -2" CAPPED 'oa a g I EPDXY. MIN. EMBED tYASH WEDOE ANCHOR REN TO BE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH GALVANIZED PIPE ¢ B", UNO PLATE PIXY 5-1/2" EMBED. MIN. @ 16" OC GARAGE DOOR W/FLANGF BASE i o FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 RECESS SPECIFICATIONS FOR z BTM AND TOP PLATE 4 USE AND I a ` PREPARATION OF ANCHORS W/ 10d x 1 1/2' m s> o 4 4 HOLE. - COMMON NAILS FILL ALL HOLES, DO NOT USE 10d m SECURE FLANGE TO X 3" SLAB SCHEDULE 4, SLAB W/(4) 1/4" X 21/4" TAPCONS CURB FOR P [SEE _ c TOP OF SLAB MASONRY UNITS SET 4" CHAMFER (1-STORY) AT ELEV: i 6" CHAMFER (2-STORY) a 0' 0" • ;r e EQ. EQ. SEE SCHEDULE FOR W D, BAR SIZE RECESS AROUND GARAGE ADDING BAR TO AND BAR QUANTITY DOOR OPENIN MONOLITHIC FOUNDATION 7 INTERIOR CURB FOUNDATION WOOD WALL (1)#5 REBAR VERTICALLY W/CONC. POURED CELL —Q B" CMU LAP TOP PLATE A MIN. OF 48" REBAR@24" O.C. CENTER OF AND NAIL W/ 16d COMMON c SLAB NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" _ _ _ LAP TO OCCUR OVER STUD OF WALL W! PLAN AND NAIL W/ 16d COMMON '�— STEEL REINFORCING IN GROUTED z z I 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 a o \'o . 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING— (- BTM. PLATE TO BE PT. WALL WI SYP No 2 STUDS SEE _ PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10tl MASONRY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO _§ PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL m w 4" CONC., REINF. W/ NAIL 12" O/C STAGGERED. 12" O/C STAGGERED. Q 6'W"#10 WWM ON ADDITIONAL METAL ADDITIONAL METAL n o m POLY ETHYLENE CONNECTORS NOT CONNECTORS NOT 6 8" CMU WALL m VAPOR BARRIER ON w REQUIRED WHEN NO REQUIRED WHEN NO < 16-MIL i T-o" WELL -COMPACTED UPLIFT IS PRESENT. UPLIFT IS PRESENT. '� CLEAN FILL TERMITE SLAB SCHEDULE _ +- 0'-0" - - TOP OF SLAB TREATMENT SHALL BE I a - BORA-CARE [SEE . + 0-0„OF SEE SLAB SCHEDULE SEE SLAB SCHEDULE u (2) CONT. #4 REBAR TOP SLAB p p° r qq TOP OF SLAB "ISOLATED s COLUMN PAD `.a CENTERED UNDER WALL AND (2) #5 REBAR ON CHAIRS G POURED MONOLITHICALLY WITH •�._ °� • t ------ FOUNDATION AND SLAB e a ' - a---. 2,000 PSF VIRGIN SOIL OR 95 • <• `= L.— SEE SCHEDULE • • °a s 12' MIN. DEPTH INTO z COMPACTED SOIL SEE SCHEDULE FOR BAR SUE FOR WAD, BAR SIZE AND BAR QUANTITY VIRGIN OR ENGINEERED SOIL m EQ ea. SEE SCHEDULE AND BAR BAR QUANTITY SLAB HEIGHT LESS THAN 3'-6" PER PLAN FOR MD, BAR SIZE AND BAR QUANTITY a COMBINED EXTERIOR MONO- EXTERIOR MONO DEEP INTERIOR C CURB FOUNDATION WOOD WALL TERIOR F INFOUNDATION WOOD WALL '3/4"=V-0" (NO UPLIFT) � FOOTING AND COL. PAD IV SCALE: 3/4"=V-0" FOOTING W/ BLOCK WALL .1 SCALE: 3/4"=T-0" /AlO I IPI IFT\ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.a 6d esigngrou p.com AA #: 0003325 W V 3 y J a � w w D, � a 4 a o Q a 4 C c ycy 0 SUBDIV. & L,OT- ABBOTT PARK LOT #37 BLKA PHASE: 3 PROJECT# 04181.003-37012 MODEL• 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. COf 24'-4" 17-8" 12'-0" 2'-4" ILI L•J b N b N L O ip N 13'_4" 10'-0" 179 FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-0078 www,a 6d es ig n g ro u p. co m AA #: 0003325, w � y � Q w o 8 � u g w e w � w o ua a a e C � C 2 ro A sUBDIV. & LOT-1 ABBOTT PARK LOT #37 BLKA PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHI3 "2605—HAYDEN" GARAGE S WING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 1. 160 MPH EXP. C DATE : 02/19/24 scALE: 1 /4"=1' - 0" SHEET �1e 2 VERTICAL REBAR TO HORIZONTAL FTIE REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. CLEAN OUT REQUIRED j FOR INSPECTION m 0'-0" FIN. FLR. *- TIE ERTICAL REBAR TO HORIZONTAL _ a REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 18" m > #4 24" Eo #5 30" #6 36' HORIZONTAUVERTICAL � REINFORCING SCALE: 3/4"=1'-0" „ NEW REINF. BAR o m SECURED W/ 2- PART EPDXY. MIN. EMBED a g 6", UNO o FOLLOW ALL MANF, SPECIFICATIONS FOR m USE AND I PREPARATION OF HOLE. a STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM _ SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA. METHOD #4 24" HORIZONTALNERTICAL #5 30" REINFORCING 44 STEEL REINFORCING IN GROUTED - - CELL SEE PLAN FOR SIZE AND u SPACING REQUIREMENTS rc� �V w tDI I_' 8" CMU WALL ' - F TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) BAR SIZE 48 BAR DIA. g . p #3 M _ W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) 18" Q JOINT(WHERE :; ' ♦ #4 24" APPLICABLE) z MATCH STEEL #5 30" 6"PVC CHASE - REINFORCEMENT PER SCHEDULE #6 36" THRU FOOTING � #7 42" SEE SCHEDULE FOR Wx D, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING SCALE 3/4"=1'-0" #5 BARS 8" •• El 4 ` CMU UNIT DIMENSIONS m ARE NOMINAL SIZES O MASONRY SYMBOLS �.' 3 SCALE: 3/4"=V-0" REINFORCEMENT PER SCHEDULE VG 1441 N. RONALD REAGAN BLVD- LONGWOOD, FL 32,750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es ig n g ro u p. co m AA #: 0003325, F W � � Q � S oa� a ffi 0 C c r m C p C 0 i a V A 3U19DIV. & LOT: ABBOTT PARK LOT #37 BLKA PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP. C R&ANDI . �AB06JACRA AR NO 93723 PRINT 02 19 24 DATE: / / SCALE: 1/4"=1'-0" SHEET S1. 2AJ FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" 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. 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 HILT] X-ZF, POWDER ACTUATED FASTENER, ZF 72 P8S36, 177" ° x 2 7/8" LONG, WITH WASHER a 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. HEADER SCHEDULE MARK SIZE & REMARK DESCRIPTION (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) fc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x16 (1)#5 (1)#5 N/A — GROUTED SOLID B82 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 � � 4 W 0 V w w w g m C C r A 3U19DIV. ac =714 ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C N PRINT 02/19 24 DATE- / SCAI -10: 1 /4"= l' — 0" SHEET S 2 4 OF #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BONDBEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" -#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP FOAA�� �O N� OBE NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. TYR 8'W" 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 % a„ PLACE STEEL HEIGHT. REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND - - AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST ------- 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" E 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. a„ /PepgF`%� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x16 DEL BOND TOP OF se BEAMW/(1)#5 BAR BOND BEAM EACH COURSE - BxB BOND BEAM TOP OF • OQ�N4�C' W/(1)#5 BAR -"�.. BOND BEAM F= FILLED ILLED OUT - dC<�OF U UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 16-1 T/ 1 M/0/ B 8x8 PRE -CAST CONCRETE — S MIMEO B ME NOMINAL�� /' LINTEL W/ BAR LOCATED PER BEAM SCHEDULE HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE T HAT XFXX-1T/1 M108 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX- iT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- tT/i M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST WINDOW- SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION `F SCALE: 1 W =1'-11 SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM MASONRY BEAM DESIGNATION 2 SCALE: 3/4"=1'-0" PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-14' EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") B" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 21e (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 _ 114") 6 FROM EACH END AND IL7116" SECURE TO SHEATHING Wi 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING L—CMU WALL ARCHWAY FRAMING DETAILS 5 WOOD SECTION FASTENER SPACING c4 =2" MIN, 2' MAX se = 2 �' MIN, 9" MAX (2)2x4 s, =1 s" MIN, 2 ?" MAX MIN, 2 J" MAX de =2" MIN, 2 ` MAX a = 2 �' MIN, 9" MAX (2) 2A s, =1 ?'MIN, 2 z" MAX 'MIN, 2 J" MAX de =2" MIN, 2 q" MAX s a = 2 a' MIN, 9" MAX (2) 2.8 s =1 �"MIN, 2 �" MAX a=a'MIN, 2}"MAX NOTE' ... ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ... ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 J" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: 4 = END DISTANCE S. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, = SPACING BETWEEN ROWS OF FASTENERS a = EDGE DISTANCE --I-' "MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS $ DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.TS. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www s bd es ig n g ro u p. co m AA #: 0003325 ' F h � 4 U C � � 0 0 = 0 0 0 O SLTHDIV. & LOT: ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODELa 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C F�-LAN�YA. ABOUi°.F�ACRA �R�NO 93723.0NO 93723.0 PRINT DATE 02/19/24 SCALE: 1/4"=1'-0" SHEET S2. IA n "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 SAFPLLOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SU8 8/8-OB /16-1T/OB Y10-1T/OB l24-1T/OB /28-1T/OB /32-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH a/9-tT 6/16-1T 8(20.1T 8/24-1T 8/28-iT 8/32-1T 8/8-1B 116-1T/1B /20-1T/1B /241T/18 /28-1 T/18 /32-1 T/16 8/8-2T 8/16-2T 8/20-2T 81242T 8f28-2T 8/32-2T 3'-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 7007 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 Soso 3e15 4570 5325 6079 4'-6" PRECAST 819 533 1770 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 6752 6541 7565 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 931 1247 1999 3123 3886 4249 5'-4" PRECAST 411 411 5'-4" PRECAST 1016 1906 2374 2944 3513 4084 1319 aaso L4598 7342 5780 6259 tols 2276 2e3a 3399 3961 aoaa 5'-10" PRECAST 817 7024 1631 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 ttsl 3693 6036 ssaa 5ns Sze 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3707 4383 5061 6'-6" PRECAST 410 721 6'-6" PRECAST 635 1201 1578 1955 2332 2709 1139 3227 7054 10000 8825 gas rasa 2329 2790 3251 3712 7'-6" PRECAST 570 938 2498 2205 2698 3191 3685 7'-6" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 aasa 7067 6472 727 1624 2025 2426 2e27 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9"4 PRECAST 192 384 9'-4" PRECAST 454 586 767 948 7129 1370 639 tsla 229E 30e1 aoss 4e99 572 7318 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 � 1407 1897 2781 3222 3784 504 tlao 1472 17e3 1710 lees 11'-4" PRECAST 330 544 1312 nag 2252 zasa 3630 11'-4" PRECAST 132 417 11'4" PRECAST 430 aos 530 6s3 777 872 544 1312 1742 2252 2868 3552 468 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2049 2596 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 597 698 783 507 1210 1596 2048 2586 3177 aao sao 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 n32 2316 2605 ass Teo 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 3so 978 1z7z tsos lsso 23as 378 717 961 nsz 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 sob szs 746 efts 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 164" PRESTRESSED N.R. NR NR NR NR NR NR 15'4" PRESTRESSED N.R. 252 164" PRESTRESSED zza 3e7 asa 574 sea 793 412 1014 1340 1703 2718 2513 230 616 908 1134 1353 1572 77'-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 sss 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 142 219 308 381 454 527 180 598 633 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 zzs 290 359 428 497 165 550 784 992 1203 1381 137 35e 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 1za 17a 2q5 302 3so ata 129 450 654 a24 1014 1147 124 319 55 4581 687 793 -ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �a U � r o svaDly. & LOT: ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROTECT 04181.003— 37012 MODEL• 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C DATE: SHEET e r P k FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 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. 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 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. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4X8 (3Y2"x5 Y") SYP. HTT4 W/5/8" DIA x 5' WD-1 PT., WOOD POST EXP, BOLT S/S3.tA FIRE .F SLOB O FL SUB FLOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR, TRUSS ELEV. VIEW 1 1 PRE-ENG. FLR. JOISTS 3/4" PLYWOOD--�'�1 �1 1 DRAFT STOP 'I 1 PRE-ENG. FLR. JOISTS IN 2X4 NAILER FOR DRAFT STOP 314" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS Ij Ii 11 11 11 II II I a 11 it I li 1 11 11 1l i 1 FT3 1 ( I I I I I FT8 I I I I r I —t — I FT411 11 11 l_I itt Yl �i I II II I I II II I II it it I II II II II II II II II II 11 11 II II II II 11 I 1 I it II II II II it I I I I I I I I I I 2x4 WOOD WALL W/ NO.2 SYP. STUDS 1 1 1 2x4 WOOD WALL W/ @ 12" O.C. AND AT NO.2 SYP. STUDS @ I I 1 1 I I 1 1 11 (( I I EACH END 12" O.C. AND AT EACH END, PROVIDE I I II ft!! II I� i� ii t II I�JJ I� DRAFTSTOPPING II ALONG THIS I 11 I FTGBII C TRUSS AS TO (2-PLY) LV BEAM LIMIT AREA TO ( II I 4 _____ _—___ FT2A_ 1000 S.F. PER I I I 11 FIELD S3.1 FBCR 302.12 PLACEMENT O G` - -'� ,-. ,_ILL' 2G 1 I 1 11 4 DEL STUD 11 1 1 1 31 1 I 1 SEE DETAIL 1 IIit II it (6/2.1A) ii ti II 2x6 WOOD WALL W/ I I 11 2x 4 WOOp WALL 1 (11 N0.2 SYP. STUD W/ N0.2 SYP I UNDER EACH TRUSS 11 STUDS @ 12" 11 AND AT EACH END ( O.C. AND 1 1 t 1 t AT EACH END 1 II II I .1 CAi';II II 1 1 11 I�I I II I I�I�I�FT1 II II II it 11 n u II II III lI n I� 1 1 I 1 I II II it II II � II II II ii II 3 CJ1 III _ II -1 -fir--jl—, 3.16 1 I a -� PRE -FABRICATED FLOOR TRUSSES @ 24" O.C. i II E3G rL= _.y.A._.._ E wU2 pI yCJ1 E 11 EJ211_ FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" OWT GIRDER TO CMU WALL W/ SIMPSON LGUM410-SDS W/ (8) 3/8' x 4" TITEN HD ANCHOR AND (8) 1/4" x 2 1/2" SDS SCREWS TO GIRDER. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A h y � 4 v w N � O V 0 A w 4 w n 0 Q C v O StIBDIP. & LOT: ABBOTT PARK LOT #37 BLKA PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605-HAYDEN" GARAGE SV NG: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C PRINT 0 24 DATE: / / SCALE: 1/4"= l'-0" SHEET S3 r rn J A-(1) SIMPSON HETA16 TRUSS ANCHOR WITF (9) 10d x 1 ' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }" NAILS TO TRUSS DEL STRAP, 1 EACH SIDE, VERTICAL APPLICATION OR WRAPS OVER C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH ` (16) 10d x 3 1y' NAILS TO GIRDER AND (7) 1/4' x 2-1/4" TITEN SCREWS TO CMU. (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16dx 3 �" NAILS TO GIRDER. 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE'. APT SYP #2 2" x 4, 6", 8" x 4-0" MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3'' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 2T O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, IF 770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 31a 1 b �lc TYPICAL TRUSS/ GIRDER CONNECTOR(S) 3DALE 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 6/8" GYPSUM BOARD OR 1/2'' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRU @ 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9) 10d x 1 �" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYR#22'x 4", 6", S' x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �--A-(1)SIMPSON LGT3-SDS25 GIRDER TIEDOWN WITH (4) �' x 5" TITEN HD TO CMU AND (12) BOB a'x 2}'TO GIRDER 8-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)," x 5" TITEN HD TO CMU AND (18) SIDS T' x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d GALV. COMMON NAILS. (2) �. x 5"TITEN HD TO CMU AND (18) SDS " x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12, O/C SEE SCHEDULE SOLID, F' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF BGALE3/4"=,'-°" GIRDER CONNECTOR(S) 20 GAUGE ;1/2 HDG NAILS - END. TOTAL OF 10 FLOOR GIRDER 5/8'' A.B. WITH MBEDMENT TO SLAB & (18) 16d x 2X4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DEL. TOP PLATE SLAB W/10d MASONRY NAIL \ PROVIDE BLOCKING 12'O/C STAGGERED. ADDITIONAL METAL 112" GYP. WL. BD. CONNECTORS NOT REQUIRED WHEN NO # `_ UPLIFT IS PRESENT. GIRDER/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0" �,�FLOOR TRUSS CONNECTION @ L.B.W. Y scALE:3/4"=r-o" (NO UPLIFT) R NOTCH DEPTH 1/4-D HOLE EDGE >5/8" <OLE DIAMETER 2/5'D SGL. STUD OUTERSPAN 01 HOLE DIAMETER 13/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE 11/2"=1'-0' C - SIMPSONHGUS28-2 G <2400 LBS, U < 2560 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d GALV. NAILS FL417232 D - SIMPSONHGUS28-2 G < 4800 LBS, U <2650 LBS W/ (4) 314" WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d GALV. NAILS FL#17232 E - SIMPSONHGUS28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4". WEDGE-BOLT/J-BOLT, 5'' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d GALV. NAILS FL#17232 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE 31A'=1' 0" 6'-0" MAX (WAX4) OR 19-0 MAX (W/2X4) MAX .✓OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING V SCALE: 3/4"=1'-0" PERPENDICULAR TO OPEN WEB TRUSS TRUSS BRG. 24" MAX. W' 24" MAX. WI 3' MAX. END SEE FRAMING PLAN C WT. o W.T. SPACING TYP. TYP. c END OF 12" 12- 1212' LEDGER a BOARD (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS BE USED PERPENDICULAR Wl 2" WASHER & 5112" WITH O W.T. MIN. EMBED. (TYP.) # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4'' x 2114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. Z' COVER & 2" APART REPAIR OF MULTIPLE 9 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN (2) 2X12 SYP. P.T. FRONT LEDGER m� REAR LEDGER (2) 2X8 PARALLEL TO OPEN WEB TRUSS FROS TP PT conrrsoi ors �vese�cm LEDGER 2- DBL 2X8 P.T. - LEDGER 10" J-BOLT OR WEDGE ANCHOR REAR — BOLT W/ .'MIN EMBEDMENT IN GROUTED m LEDGER CELL W/ 1" MIN. DIA. WASHER TO BE O SPACED 24" O.C. MAX. IN THE FIELD A - AND 8" MAX. FROM THE END. SEE DETAIL A 1. ENSURE THAT EXP. BOLTS/J-BOLTSrFITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE MIN. END DISTANCE CENTRAL SPACING A DOUBLE SYP 2x8 112" 8" 24" O/C MAX. E DOUBLE SYP 2x12 (2) 3/4'' 8" 24" O/C MAX. A. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/TITEN BOLTS W/ 5-1/2" MINIMUM EMBEDMENT B. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 WOOD LEDGER DETAIL (OPEN WEB) SCALE'. 3/4'=T-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) 'X" BRACE 30'-T' TO 60'-013) "X' BRACE (1) "X" BRACE @ CENTER (2)'X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2.4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4' -U O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO ELK 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/ 12cit 8' O.C. MAX CONT. 2x4 SECURED W/ (2) 10d'S @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END / PRE-ENGD TRUSS BDALEI3'4""°" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS 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 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. 11 ALTERNATE MATERIALS SCALE_ 3/4"=V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es ig n g rou p. co m AA #: 0003325 F h � m Q U a o w 17 o 0 a 0 a 0 a s H C C v C O SUBDIV. & LOT: ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS (OPEN WEB TRUSSES) 160 APH EXP. C 71 I ROLAND A. ABOXHACRA AR NO 93723 , PRINT 02 19 24 DATE: / / SCALE: 1 /4"=1' — O" SHEET S3. 1A FLOOR DECK _ L 2x6 PT TERMINATION _ 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS WI (3) 16d COMMON WI (6j 3116" ° x 4 TAPCONS _ - NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR O BTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE' 3/4"=1'-0" SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END � COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 1/2'HDGNAILS WALL ! FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCA E: 3/4"=1'-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND #8 WOOD SCREWS 10d @ 3" O.C.STAGGERED x 2" LONG @ 3" O.C.; UPPER PLY INTO 2x6 BELOW STAGGERED OFF CENTERLINE OFF 2X6: "OWN 8"CMU WALL REINF. PER PLANSON A23 RUSSPER ELEVATION kEA ELEVATION 2x P.T. CEILING DBL 2X12 —PRE-ENGINEERED WOOD NAILER W/ LEDGER FLOOR TRUSSES MASONRY NAILS (SEE FRAMING PLAN) @ 12" O.C. 1X2 FIRE -STOP _ - SECTION DETAIL AT TRUSSES PERPENDICULAR TO BEARING ON EXTERIOR WALL SCALE: 3/4"=T-0" #8 WOOD SCREWS x 2" LONG @ STAGGERED AA O.S SHOWN DBL, 2X8 SYP #2 LEDGER. SEE FLOOR JOIST SCHEDULLE. 10/S3 1ADGER 8" CMU WALL REINF. PER PLAN a' X 6" TAPCONS PER ELEVATION=7 PER ELEVATION OPER 2x4 P.T. CEILING _ 2C mnx. PRE ENGINEERED WOOD NAILER W/ FLOOR TRUSSES MASONRY NAILS - (SEE FRAMING PLAN) @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE 3/4"=1'-0" �� NOT USED J PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES PRE-ENG AT FIRST TWO BAYS 4'-01' O.C. (AT 8 PRE-ENG'D WOOD STRAP TRUSS TO PL. ROOF TRUSS—� SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.CMAX SEE SCHED. BELOW NOT SHOWN FOR CLARITY) 8 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING PER ELEVATION LOCATION vERIFv SECURE 2x6 PT. PLATE TO BLK _ W/ TRUSS PLAN PRE-ENG ROOF TRUSS TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W! 2' A- SIMPSON MT812 STRENGTH CLG. BOARD 4x4/46 SYP NO. 2 WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w! (2) WOOD POST TO SLAB. SEE EMBED. AT 32" OC MAX. GALV. NAILS. 16d TOENAILS SCHEDULE SECURE GABLE TO 2x8 P.T. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE BELOW FOR PLATE W! 12d's 8" O C MAX U < 1420 LBS W/ (14) 10d CONNECTION GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING FL#17239 WALL W/ SYP Na 2 STUDS SEE CONC. POURED PLANS FOR SPACING. SINGLE LINTEL COURSE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE •' o PROVIDE BLOCKING `oa' SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL BD. AND TOP PLATE ANCHORS W/ SECURE BT. PLATE TO SLAB W/ x 1 1/2"HOCOMMON NAILS - CONT. 2x4 SECURED W/ (2) 10d's @ EACH FIL 1/2"19" WEDGE ANCHOR W/ 2' FILL ALL LES, DO NOT USE TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @10'-0"O.C. MAX. 10d x3" WASHER SETIN HIGH STRENGTH 1Oa 10b 10c EPDXY 5-1/2" EMBED. MIN. @ 16' SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG OC MAX. -� GABLE TRUSS @ CMU WALL @ CMU WALL - TRUSS TO POST CONNECTION • SCALE 314"=1'-0" V . �� { A-SIMPSON MTS-12 U <990 LBS W/(14) 10d GALV. NAILS. 8 - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. • C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16j 1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4"X 2112" BIDS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION �a J A&B - SIMPSON ABU44Z POST BASE U:1,900 G:5,660 W/ 5/8 DIA, x 6" EXP. BOLT SCALE: 3/4"=T-0" SIMPSON ABU462 POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT - C - SIMPSON HT75 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN, 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. 1441. N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.a bd es i g n g ro u p, co m AA #: 0003325 � � 4 � U g � a c � c 0 —44 sUBDIV. & LOT ABBOTT PARK LOT #37 BLKA PHASE: 3 PROJECT: 04181.003-37012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS (OPEN WEB TRUSSES) 160 MPH EXP. Coop % ROLAND A. A F,A AR NO 93 PRINT 02 19 24 DATE: / / SCALE: 1/4"=1'-O" SHEET S3. I B I uoopc&upw �' I, ipipiApAA VTCR OR MTS-12 SPACING (1) AT i9p9iG1AV VTCR OR MTS-12 EACH END AND 5-0" O.C. MAX. I I I I I' Bp9QA'p9Y �aoo: 1 � �o SIDE VIEW PRE-ENGINEERED TRUSS CONNECTION �--All: N.T.S. 1441 N. RONALD REAGAN BLVD. L0NGW00D, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w $ o � U WWQ R U A iy�j Q pQ r � O STJBDIV. & LOT• ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C I� �� 4 ROLAAMD A. AB U CRA kh AR NO DATE- 02/19/24 SCALE: 1 /4"= l'— 0" SHEET S3.1C 39'-8" 4 1 2.1 2.1 E J J r W U U 00 W= Wv LL 9'-4 314" TOP OF DECK OPEN X -----�_f "Q j 0 a u n I 10'-0" I - 0 a I — 7777 I 12,-4" 5'-4" 39'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN ELVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 F .Qi � WP y � Q V V o V p p p e � c r O SUHDIV. ac LOT• ABBOTT PARK LOT #37 BLK:I PHASE: 3 PROJECT# 04181.003- 37012 MODEL 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR DECK PLAN %160 MPH Ep. C 1 R"D/A. A� UCHACRA AR NO DAATTE: 02/19/24 SCALE: 1 /4"= l'- O" SHEET S 4 o al rF SECOND FLOOR DOWEL PLAN. PH: 407-774-6078 FAX: 407-7744078 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA15 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O. S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C =ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (�I) SIZE ZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 806 (i)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8z8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES �a '�, 8F8-1T/OM/OB 8F8-1T/OM/0B 8F8-1T/OM/OB@ g 2 m t m 2.1 o K % 5 e # GT E `2 ol U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR TOP OF WALL EL 1T-4"`,e z �% a� %% e sA GT �r o-- �,__.8F8-1Ti0M/0B 3 8F8-lT/OM/OB 8F8-1T/OM/OB �„ 2.1 ---- SECOND FLOOR LIFT BEAM 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 F h � 4 0 O 4 Q 4 n � N v z � SUBDIV. & LOT• ABBOTT PARK LOT #37 BLKA PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB 2605- HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C 41 41 f "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 P LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-OB /16-1T/0 /20-1T10 @4-1T/OB /2B-1T/OB /32-iT/OB -j•YPE LENGTH 8/8 PLAIN 818 SOLID TYPE LENGTH 8/8-1T 8/16-1T 8/20-1T 8/24-iT 8/28.1T 8/32-iT 8/8-1B 8/16-1T/16 /20-1T/16 24-1T/iB /28-1TMB /32-1T/1B 8/8-2T 8/16-2T 8/20.2T 8/24-2T 8/28-2T 8/32-2T 3'-6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 2485 8113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4766 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7865 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2560 3123 3686 4249 5141. PRECAST 411 411 5141, PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 MOs25s 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 6548 5776 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 370T 4383 5061 6-4- PRECAST 410 721 6'-6" PRECAST 835 1201 1576 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 7'-6" PRECAST 570 938 2498 2205 2698 3191 3685 7'-6" PRECAST 303 534 7'-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9' 4" PRECAST 192 384 9'-4" PRECAST 464 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 672 1318 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 366 468 612 755 899 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'-D" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13' 4" PRECAST 270 433 1045 1365 1732 2157 2535 13' 4" PRECAST 82 298 13' 4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-D" 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'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14 8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 7a6 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" 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 1T-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 687 680 300 856 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 162 266 348 430 513 596 235 736 959 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 142 219 308 381 454 527 180 698 833 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 z2s 2so 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR I FNR NR NR NR NR 24'-0" PRESTRESSED N.R. 1 91 24'-0" PRESTRESSED 124 174 245 302 360 418 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 J F W Q o � a r 2 0 Summ & IAT- ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C I k&AN6A.AB U ACRA k AR NO 9 3 PRINT 19 24 02 DATE: / / SCAM: 1/4"=V-0" SHEET S5e1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2'' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD. SIMESON H10A OR LGT2 WI 10d x 1 112" 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. 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 HILT] X-ZF, POWDER ACTUATED FASTENER, ZF 72 PI 0 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 Wl UPLIFT IN EXCESS OF 2,500 LEE 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. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4X6 (3 Y"x5 X,"T SYP. HTT4 W/5/8" DIA x 5" WD-1 PT.. WOOD POST EXP. BOLT 5/S3.1A U U U S3.1 I ROOF FRAMING 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 k: 0003325 W W � vxi 4 v W C C O C B— e r e y 0 svHDrv. ac LOT• ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181, 003-37012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAN AND NOTES %160 MPH EXP. C PRINT 02 19 24 DATE: / / s cALE: 1 /4"=1' - 0" SHEET S 6 lift - — r -_- I —-T-__I- - - - . - 4����1���t �1�����1�������� riT��1������11��t ��1���1�1 ♦ M YT n��♦ ♦ ��n ♦emu oar♦ o��� ��u ���r a a HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-22 ZONE 1=-E0.71 PSF (-50.71) ZONE 2 = -61.40 PSF (-71.40) ZONE 3 = -71.75 PSF (-81.75) "A"= 4'-D" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32'' STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 10d RINGSHANK, 21Y2" D131 F1667 SCREW SHANK 170.000 RING (16-20 RINGS RSRS-03 Bd RING SHANK, 2 3/6' 0 113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 HAI-I EK UK IHU66 ROOF SHEATHING EXTERIOR SHEATHING - —----------T- _ Z F USE 1/2" COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" o o_ O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MAN UP SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1, 10tl NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2: 1Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16'O,C- IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-22 etl RING ELTUNNAILS @ DGES4"D.C. Top & SDTT UJ 101 RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2023, 8th EDITION ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-22 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-concurrent 10 SET BTM CHORD -non-concurrent DEADLOAD DEAD LOAD 16 pof TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 DOw/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-22 (FBC R2023) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE. 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE CEO -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEC -TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 17- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2' FOR #5 AND SMALLER T FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M. MAXIMUM AGGREGATE SIZE SHALL BE 3I41. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS ON GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION, -RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SEE ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR OCT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2023, 8th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALOEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED THY OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36'. 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS- GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W! A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, 8V THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-22 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER aPPUGTbN 912E TYPE SPADING REMARKS APPIJOATON e1. TYPE SPADING REMPRKe _ ANAL, ewe GE GOOD BUCK MAIGNRYrCGNC. 9a"Da NOwASNEa ON MASONRY TENER S OrD 2°EMBED. 4"ENDOIST, rz'EOGE DIST. SGD At. EST OR9 , PL SEE- x DENEODO NAIL 1R11Y LONG 00 ST AGGERED NDOWrGOOW FAST2 W INTO MASONRY/COND. GAGRAGE DOGR—K TO MASONPODONG ale"mw oR , GIA W SHa EXIAN610N BOLT orc (are"aA) 2< —I'll a• EMBED.,PlNDDST., 3"EDGE GIST. cASEHARDENEDCOIL ITALSTRITO CONTACT THIS ENGINEER FOR SPACING „ G aLONG RE mA.NavIGO_ REQUIREMENTS CNT. SWING DOGR o)�,�IP ---- ,6 O/C MBEED�"EN u NPT, SEE NOTEDIST N PT wINOGW BUG( le'. PT io sTEELCOL NOTE6 S-E W/WASH — --_ 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. PAP SHALL BE HTTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAR TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F x a o W � S O & V w w w C C r � O SVHDIV. & LOT ABBOTT PARK LOT #37 BLK:1 PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605-HAYDEN" GARAGE SWINGE: LEFT PAGE: DETAILS 160 MPH EXP. 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(INTO CONCRETE/MASONRY) CONCRETE/CMU OR BY OTHER 2114„ INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" ( MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 72) WOOD)IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET, TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN'L' SPAN'-- EAVE WIDTH (ROOF OVERHANG) CONCRETE; CM OR WOOD (NOTEA) SOFFIT OFFIT SEE DETAIL 'A' SEE DETAIL'D' SEE DETAIL'E' SEE DETAIL'E' 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 PIA$ a 12" TRIPLE 4 SOLID SOFFIT - VINYL - NO. 623 ¢tAa a .rur�.0 V us 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL -- NO. 622 i' fftau a _, 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO639 EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd e s ig n g ro u p.co m AA #: 0003325 J h j � � Q a. O a fl O ppw Q Q Q 33��3���33� K A r.Ci @ C `-9 9 9 = C 33tEt} 0 m 9 Zf' 2 @ 4 SVHDIV. & LOT: ABBOTT PARK LOT #37 BLKA PHASE: 3 PROJECT# 04181.003-37012 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C DATE: vc/Ly/G'F SCALE: 1/4"=l'-O" SKEET GENERAL REQUIREMENTS: s • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION !WIND 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 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. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES FIGURE 3 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. — 1— 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: VENTING TO 1"FROM END • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" OUTSIDE OF OF SOFFIT AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) FASCIA EAVE SHIM AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS 3/8" FROM END LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). HARDIESOFFIT® OF SOFFIT (WOOD) VENTED PANEL JOINTING METHODS: SUBFASCIA ° SIDING • 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 FIGURE 2 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 FRAMING LA -FRAMING MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA MEMBER MEMBER 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 MODERATE CONTACT H-JOINTER IBC 2304.9.5." Lt/-1Vt At t'KUt'KIA I t GAP AND CAULK NG ER loyllommAk ING IER FIGURE 4 GREATER THAN 12" WIDE SOFFIT =P FASTENERS kWAY FROM CORNERS " IN FROM GE OF SOFFIT 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774,4078 www.abdesigngroup.com AA #: 0003325 F � s o 0 0 6 0 O = 0 c B 3 0 sUHDIV. & LOT ABBOTT PARK LOT #37 BLK:1 PHASE:3 PROJECT# 04181,003-37012 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C PRINT 02 19 24 DATE- S CALM: 1/4"=1' — 0" SHEET S D 2 b