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HomeMy WebLinkAbout7847 Sail Clover Ln9920f' 05 04EHB -HAYDEN ! / ALL wORK SHAi,.4 c,()i PL`! WITH PREV#AIUNG CODES FLORIDA, BUI k.OING 000E, NATIONAL ELECTRIC CODE, AND THE Cliff or ZFPHYRHILLS HOMES ORDINANCES 1 4 ^u REVIEW DATE CITY OF Z�EPHYRHILL PLAN EXAMINER 12602 TELECOM MRIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS }gyp gummm�� 'F!�IaO��RIDA BIHID/III:i �+/�� ✓�✓✓�++�4 ABV. ABOVE LAV. LAVATORY DESCREMON DR HORTON HOMES 12602 TELECOM DRIVE FL 33637 flit Ii�l ON \�) -AM IXA MDsreTR COM -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CUSS B -BASIC WIND SPEED - Vult=160 MPH A/C AIRCONDITIONING LUM LUMINOUS A°T AADJUUSSTABE Mc.MFRME°���T BAD . AGE M. ME ATHRESHOLD CL CENTERLINE MID. MOUNTED CAB. CABINET MTL. METAL CLO. CEILING N.T.S. NOTTOSCALETAMPA CLR. CLEAR O.C,ON CENTER -STORY CMU CONVERSION ARCHITECTURAL SHEET DESCRIPTION BID SET ISSUEDPG CI -COVER SHEET PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS & DETAILS rDA:TE ADDED ELEV. 'J' 4 W WITH SIDING PER MARK 130UE8 BID SET RE -ISSUED FOOTMG REVISIONS PERM 130WE8 06/BAS I -JOISTS INCORPORATED INTO MASTER PLAN > TEL: (813) 740-9720 FAX: (813) 740-9715 Vesd=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CONC. CONCRETE PL PROPERTY LINE CPT, CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLI. PLATE DEL. DOUBLE PLYWD, PLYWOOD DO. DUAL GLAZED PR PABR DIA. DIAMETER PT. PRESSURE TREATED DIM DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP RA. O. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR °S. DOWNSPIXJ'1' RM ROOM DTI. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLIDCOREFXTDR EA. EACH SD. SMOKE DETECTOR ELEV. ELEVATION S.H SINGLEHUNG EQ. EQUAL SLIT. SHEET EXH EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F.G./FX. I1X®GLASS SIM SIMILAR F.G. FUEL OAS SL. SLIDING FIN. FINISH SL,GL. SLIDING GLASS FIR. FLOOR STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FR DR FRENCHD°OR SECTION FIG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK THICK OAR. DISP. GARBAGE DISPOSAL. T.O.C. TOP OF CURB O.FI. GROUNUFAULTC[RCUIT I.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OFSLAB GL, GLASS TYP TYPICAL GYP. BD. GYPSUM BOARD ulv.0. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR FADER W. WASHER PG A2-SECOND FLOOR PLAN PG AW-FRONT & REAR ELEVATIONS "J" PG A4J-LEFT & RIGHT ELEVATIONS "J" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLANS PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS p,ftAB C"TRLr-TION DOCUMENT$ RE-IS&W OSATAS ADDED VALLEY FRAMING DETAIL, UPDATED 15OLLAFID DETAIL 01/l6AS DETAIL- 'ADDMG BAR TO BOND BEAM' ADDED TO 912A 0246A8 PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC. S 03/J°YIS REVISED LMTEL SIZE AT FRONT ENTRY DOOR o4R6/IS LIPMATED LEDGER COLT SIZE 4 SPACMG 1arRRLIVNG 1,1m4 $Q.FT. ?ND FLR LIVMG 1,501 60. FT. TOTAL LIVwG 2,6015 80. FT. GARAGE 431 $0. FT. PORL ELEVATION ATION 743 Eoa FT, TOTAL ELEVATION'J' 3,086 SQ. FT VKW PATIO BO SG. FT, a/" REVISED I -JOIST LAYOUT 0612VIS ADDED LED LIGHTS TO KITC+* N I BATRI100M8 PER MAW, 8011ES 0V13/1% ADDED STORE OPTION TO ELEVATIONS 'G','H','J' 4 WAR 09/I3A9 LEDGER COLT BPACnNG REVISED 10/JS/IS ADDED OPT. S'-O' CEILNG HEIGHT$ 0 01/20 REPLACE UW CONNECTORS UATN SPrSON CONNECTORS ONOW0 REVISED DETAIL ON 81EET D2 OPT. V-O' CLG. NOT. :1 0440410 REVISED STAIR SECTION DETAIL FOR OPT. W-V aA NOT. 0W- 3/ 03/03RI ADDSOCUPDATE ADD 80TFrc DETAILS STRUCTURAL SHEET DESCRIPTION 03/08/21 ADD RAT HEADER T-6' AFF. (&-0' CLG MY) PG Sl-FOUNDATION PLAN PG SlAA-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INSUL HOT, OR INSULAIn TION WD. WITH INT, INTERIOR WDW. WINDOW W1. WATER HEATER PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG 33-FIRST FLOOR FRAMING PLAN PG 93.1A-DETAILS PG S3.1B-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3,1C-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SN1-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SDI -SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N.RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6079 FAX: 407-7744078 www.ebdesigngroup.com AA #: 0003326 SUDDIV. & LOT ABBOTT PARK LOT #22 BLK. #7 PROJECT* 04181.000-22071 1LODEI. 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: COVER SHEET %160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND13ORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. 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. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %ANCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0" BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 1. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUC11ON AND TYPICAL NAUNG SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO, PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''%' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FIIIBHES i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063.19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. 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 tl4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS 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 / CONTRACTOWS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) .1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774 3078 FAX 407-774-4078 www.abdosigngroup.com AA *: 0003325 1 o BUDDI{i de OAT: ABBOTT PARK LOT #22 BLK. #7 [PROJECT# 04181.000-22071 MODEIs 4EHB "2605- HAYDEN" GARAGE 8NING: RIGHT PAGE: GENERAL NOTES %160 MPH EXP. C oo rasaa� a DATE: 5 04/21 BCALE: 1/4"=1'-O" S ET GN 0 "a PAT10 -4' ROOM B-C C1.G. 2'•10' 6'-10' FLAT HDR • T-6' AFF. POST MT B 11 I I I I• I I I I I"1 I D STAIR DATA I 15 RISER • 1.52' 14 TREADS • 10' FLAT HDR • I'-6' AFF. VNIC 0 FOYM 8'-@ICCLG. D III cm m FLAT HDR •�I11 9'-6' AFF. III 9 e v 10. BEDROOM#2 9'-0' CLG. (2) 2068 IR-18H D Civ BATH#2 IS_ 8'-e CLG 2868 SC \ / 20 MIN. BOLLARD AS REQ. PER BLDG. CODE GARAGE W-V CLG. 16'-0' X 1'-0' O.H. ------------------- FIRST FLOOR PLAN SCALE: 1/4' " I'-0' NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) N THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MMTE FIRE -RATED DOORS. -THE GARAGE SHALL DE SEPARATED FROM THE RESIDENCE N ITS ATTIC AREA BY NOT LEGS THAN Il'(12.9mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH RA51TA15LE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN'I►'115.9mm) 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 I/2 INCH GYPSUM BOARDS. FBCR 2020 (9TH ED.) 302.E NE Nraa3Nr Nao aJ 8 ww I:oo era c w E>lneulE FanOR 3 a sEoaoOuele ND1pE am W E01E aloawNra0M nBaa1I8 MIN. WINDOW IO 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR. MIN. CRITERIA SJSD. MIN. 41 5 34/-43 CRITERIA 16010 OAD. 112 5 310/-34.6 12'xl2' SOFFIT I I 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-H, EXP.-C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OOIIIIOL 0d8B aYaYa SQ.FT. CALL. S I9T FLR LIVING 1,104 SQ. FT. 2ND RR LIVING: 1,501 SQ FT. TOTAL LIVING 2*05 SQ. FT. GARAGE 431 SQ.FT. PORCH ELEVATION 'J' 43 SQ. FT. TOTAL ELEVATION 'J' 3003 SQ. FT. VA& PATIO 80 SQ. FT. MASONRY / FRAME WALL LEGEND 8'-0' BLOCK ® L UNO ON PLANS SRC. W.T. VARIES 8' BLOCK WALL LIND ON PLANS INTERIOR LOAD DIG. WALL UNO. ON PLANS 44' INTERIOR NON LOAD 15RG. WALL UND.ON PLANS -ALL INTERIOR DOORS TO BE 6'-W -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0009325 G Sv8DIV. & LOT: ABBOTT PARK LOT #22 BLK. #7 PROJECT# 0418 .000-22071 MOIDEIU 4EHB "2605-HAYDEN" GARAGE EigING: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH E C m a TE 5/04/21 SCAIX.- 1/4"=1'-0" SHEET Al C TOP PLATE 0 in BAR DETAIL (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUD FLOOR MATERNAL RIPS FOR SOLID NAILING AHU"cum "alwo TO STRINGER WHIP! 3' ocnm • EA STRINGER U0 MREADED SHANK TO EXTEPO BEYOND TNK10ESe OF SUB -FLOOR GWRAWNG / I / 42' W.In WALL V / a w CAP / 3/4' KICK F PLATE I' MAX. NOem / / I®, n MIN. / STOR. / 3-2xO GYP STRINGER MI FOROBD W/2X4 6" Q / W/cOW. BEAD OF �VV OR GIMILLAAIK O / EA HORIZONTAL RN % 2X 411124 1%10 / • EA 2 X G STRINGER SECURE UN2d 6'-e' OG. MASON4T NAILS 02X4 P.T. SLEEPER INTO SLAB WTWIN S' OF EACH END, 32' OL. MAX 42' HIGH HALF WALL W/ CAP I.-V 3/4' Tft elm FLOOR 1 .hi U N . CUED A SCREWED FER FASTENER SCHEDULE PRE-ENG'D FLOORING — Wen" (NJ! FLOOR FRAMM SHEET) NOTE, STAIRS RISERS TO C24POW TO FBCR TTH EDITION (2020) MIN TREAD.10' MAX. RSER.1 1/4' STAIR DATA: SAW MAX VARIATION IN 1DR • 1.52' RISERSRRIMAD6 ADJACENT TO EACH 14 TREADS • OTFER 3M' MAX VARIATION IN ANY 10'. 1' NOSING RMER/TFI !AD HANDRAIL CIRCULAR CROSS SECTION DIA TO BE 1 V4' •-1/4' OR PROVIDE EQUIVALENT GRASPABLITY WINDERS- MIN. V WIDE • NARROW END MN. RI' IUOTH • O' PROM NARROW END 34' MIK HANDRAIL HGT. � ) STAIR SECTION NDTIIII MLOND ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER eta1R SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2' GYPSUM BOARD& FBCR 302.1. THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 11/2, It HANDRAIL o 36' AS PER FBCR R311.1.82 W/ 2X4 RE INFORCMG NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST, NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ii's 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARCTEST CROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8% 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160-7.8.1 / F.B.G. 2020 HANDRAIL SECTION C SCALE, 3/4'.I'-0' HDR. DTL. D SCALE, la . 1'-0' NOTE: HEADER FINISH TO DE PER COMMUNITY STANDARDS MAY 1 4, 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 a Ra eIRS I W W f 00 J aunDIV. to LOT ABBOTT PARK LOT #22 BLK. #7 PROJECT# 04181.000-22071 uoDElu 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FLOOR PLAN SECTIONS & DETAILS 160 MPH EXP. C MAY SECOND FLOOR PLAN SCALE, 1/4 . P-0' i441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.7748078 FAX: 407-7744078 www.abdeslgngroup.com L AA M: 0003325 8 a o aysaly se IAT: ABBOTT PARK LOT #22 BLK. #7 PROJECT* 04181.000-22071 MODEL- 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EA C DAATE 5/04/21 SCALE: 1/4"=1,-0" 8IiEET A2 SHINGLE FYPON 18'X48' DECORATIVE SHUTTER OR EOJJIVALENT IT-4'2ND FLR _ BRG. HGT. 6' RAISED BAND (TYP-) V-4 3/4" A' 2ND FIN FLRq- - 8'-0' BRG, HGT _ • ENTRY 4' F BAND 0'-0' FIN. FLR$ _ IT-4' 2ND FLR' V-4' 3/4' 2ND FLR �, I I I I I I I I FIN. FLR/BTda. HGT. _ —11 W-0• CLG. HGT,r, I TYP. I I I 0'-0' FIN. FLR4, I I I _ 25'-4' SLOG. HGT —LAP SIDING AS M♦�_6* TRIM BOARDRAISED SAND N�" 1' - 111 illl ��� �� 1111 sT. DECO_ ' ■r ■■ f ��VE SHLITTER OR 1111 III I1�EMIVALENT AREA OF ATTIC = L45 5Q. Fr. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1585/300 = 5.2e VENTILATION AREA X SQ, INCHES PER Fr.(144) 760.8 SO, IN. MIN. REQUIRED VENTILATION = .5X 760.8 IN UPPER PORTION OF ATTIC - 380.4 5CL IN. OFF RIDGE VENTILATION AREA 125 SO, IN. PER VENT 380.4 /115 TOTAL# OF VENTS REQUIRED = 3.307833 TOTALI OF VENTS PROVIDED = 4 *AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVEfU1ANG FMERIOR OF WALLTO EXTERIOR OF WALL, NOOVERHANGS INCW DED 12 W-4 3/4' ----�� ----------------- 2ND FIN. FLR --_-_---_-_---_-_ _ A8-0 •� 6' RAISED ' aco BAND f OPT. COACH 9 LIGHT nn --;:F7E 0'-0" FIN. FLR FRONT ELEVATION IR' ME THICK 2 COAT CENT PLASTER APPLIED DNREGTLY TO MASONRY SCALE: I/4 . I'-0' TEXTURED FMIBH 4k4' GALv. •L'-TYPE FLASHNG SET IN RIDMING CEMENT PIINKI43LASG SHNGLE6 WAMMRLAYMENT AS PER PISCR SDSJL ROOF SHEiATI THICIQO" 2X6 SYP PT LEDGER W/ 14W* THREADED ROD 32' AS PER SHEET SW SECURED PER FASTENER SCFEDULB Or— 4 WITH# 6. OP EACH SE'1P60T1 LSIId6 END MAX SET N SE'1PSON! HIGH 6TPOMT14 EXPDXY l 1' MN W11 ED. 2X6 GYP RAFTERS OR PRE-ENGTO Tp)66�-,. . REAR ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH --,t 11'-4' 2ND FLR 2RG.ND FLR --��FIN. FLR/BNGT. 0'-0" FIN. FLR ROOF SLOPE — I ELEVATION nRl TA6. OSe SHEATHNG rl 2x6 STP PT LEDGER RV 32'+:6 THREADED ROD GUSSET TO DE SECUlD TO ar on I WTTHM 6. OF 2X6 tiffim s uv 6a NAILS EACH Era MAX SET IN !' OG. • 'ETCR' GRIP60N 14444 STPOMTFI SMPSON LUD-26 W/ l4) Imd'I 2'-0' EXPDXY 61 MIN EMBED. TO LEDGER AND (2) IOd,& CHANNEL FOR SOFFIT TO 2N6 J016T OVERHANG DETAIL ISHW ERED UIOOD TRIJSSC6 • 24, OC. SUBMT SHOP DRAWNG6 SEALED BY PROFESSIONAL ENGSlER PM RENEW I AND COM'ENTS PLYWOOD SMATHNG SEE STRUCTURAL 2ND PLR !lli9. HGT. ,L - ROOFNG AND FLASHING W/ DRIPP TIRRR STW" ANC ANDCM EDGE PER MNPR WARRANITEE RSR STI%47%PAL FISMIREMENTS WRAP FASCIA RETH ENREAK METAL m6#AcI4lIIY Sam SRAM 0 6 bd, 2X6 WOOD FASCIA SEE MAY STRUCTURAL FOR FASTSINE M VEINED SOFFIT PER ATTIC CALC'S N' THICK 2 COAT CB'ENT PLASTERR APPLIED DIRECTLY TO MASONRY MAISED TINIM PER ELEVATIONS 2ND FLR WINDOW PER PLAN RAKE SOFFIT DETAIL B SCALE:Il1 J.44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesi$ngroupmm ` AA N: 0003325 J stmmv. a LOT ABBOTT PARK LOT #22 BLK. #7 PltOJZCT# 04181.000-22071 ISODffiL: 4EHB "2605-HAYDEN" GARAQZ 911MM : RIGHT PAGZ: FRONT & REAR ELEVATIONS J" 160 MPH EXP. C Al A NO DA E`: 5/04/21 aCALX: 1/4"=1'-0" ax CICT A3J ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET IIOV OUTLET y OF OIILET YAIOD roaBTcu GPI Ilov OUTLET NRMTAWr rift) RENSTAR TYPE) 221VV OUTLET lu WIN! cCMMEC7IONN -M- GPI DCr. GATBRFROOF OWLET GROUND FAULT NTBIIPRIR �j BWrcH NUTCM a -WAY OPER SWTCN 4-WAY OPER 1114).L MQNRD V LWN[r CEILING LIGHT © LED CLG LOW ©vIp LED VAPORS PROOF LIGHT O VID VAPOR FROM LIGHT OM=oe® CAN eVENT. P.4)/ I Cm PER SOL Fr. VBiT. FAN IwLISNf I CR7 PER OLL N. VANITY R)[IURE [EPEE'S 7BD DY 4'X2 WRAP ® ARVI RO#D (RECESBED) � FW171REfr.ENT .ROGDAIWUN WRAP [Eul�ace MNr� 2' RNNOpoloca T 4' FLOOPOSC✓OW Q ADC 4' TRACK LIGHT PANEL METER O S.D. @TOUR DETECTOR �Ty,4tt . OG .Il! SY 1..�� WALL MONIED aM01Q OE7[CTOt lArr. a 1dC yY„UA� CARBON PIONOMM Cola ° CONEO NT�iersCleo ur SMALL USE A DISTANCE OF NOT LENT TH@1 4• FROM WALL FEDANr LIGHT L[� NATURAL GAS . UILPHONS JACK INSDISCR NEATER P.ONSECT AIR COMPITIONNG e� AM D(800hm CT nmLkgu— I�N M&ANGNJAOC LNG Box fRIGUOM TO 11E *UPFcRrw N O ,.BUN[ ACCOMPANI:!ISM SO[ MA[I[CD AS SUCH FOR CELNGBox PWAUUM GELNG FANM1IGIT TO BE SIRICRIED N ACCORDANCE RICH ruRlxD As a1DH FOR 24' INCANDESCENT LIGHT STRIP ennnnn SS'INCANDESCENT L 6TRP 4w MCMOLeCEIT LIGHT STRIP ROOD LIGHT Kp OPT. SBMWTY 1RYPAD FW I- NON-DUrTON I FOR cwrm Nee PORT • LOCATION OF TV JACKS 4 NONE OUTLETS 4 PANS TO DE VER IM a HOMEOw$R PRE -CONSTRICTION MEETING. • ALL 0 4 20 AMP BRANCH CIRCUITS TO DE AMC FALL? PROTECTED PER ELECTRICAL PROVISIONS OF FICA TTM EDITION [2mO) . NEG 21m2 20M EDRIOL • 20 AMP DEDICATED LAU CW CIROIT. • GR • ISLAND (NOT ON WJTC44IN CIROUT) ' DISHWASHER 016WNFECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO MAY! MIN. CAPACITY OF SO CRY INTERMITTENT PER ELEOflECAL F'IRDYISIONS OF SECTION MIS013 RSCR 714 EDITION [2m01 • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRERER PROTECTION FOR PERSONNEL CN FMC4M • WRING METHOD SMALL 0E NON METALLIC CABLE PAPER ELECTRICAL PROVISIONS OF FeaR 1TM ED (20MI • ALL U0W W COMPLY WITH ELECTRICAL PROVISIONS OF THE macia TTI ED [2mox f�(fCTED RY SNILOER AND ISS OF Lkwtwm not• DLL LdNReS �� SEEM 24 11MIA 0=11DICY) 2020_ fah EDITION 164" OUTLET' FOR VENT OR MICR PAT10 F---------- I I ROOM i OOM — — I F'PZE-WILD CLG FAN GF I I ,J L L SWITCH IN \ CABINET i I i LET FDW /TO 2NO FL. I I SWITCH CHEN i • 11 I / I I L ! \\L I I I GFI PAN. \ 0 I ` GFI D 44' ( I-fl.B. FOP App. GARAGI a�FDOOF 1 — — 1 � I / III I FLU KEYLE68 L' J iil FIXTURE PRE -WIRED CLG FAN III / FOYER N GPI 11 GARAGE 99 ' DOOR I"REWIRE — —_ GARAGE PPB FOR 1 \ F'RE-WIRED CLG FAN 11MM. 02 I \\ BATH#2 O zBOLLARD AS REQ. PER BLDG. CODE CHIMES I PORCH ---- ------------------- ------ COACV FIRST FLOOR ELECTRICAL PLAN SCALE. I/4' . I'-V' I 1 I L 1 I \----------"/ LED LIGHTING @ SINGLE LAV. BATH 12 W P Panel MAIN - A PANEL: 6/10 wp clt. breaker VOLTAGE: 120124O V -1 Ph MAIN: 150 Amp KC.8 FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) In 1 1 Z C. OR 3- #210 AL THWM & 1- #6 Cu (G) in 1 1[7' C. Wks Fds Ra M Wab prat aadl Wad Deal m W lab Van M2 1 rD EMNaR GFIb1lN0 120D 1 2 Is— #12 2 20 tApalan Pump 1000 3 4 5 8 8210 AIC C.U. 40 2 #8 $pees 8 PANEL -A PANEL: 42 at breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Ar p ML.O. FEEDER: 3- #1 Cu THAN & 1- #8 Cu (G) in i ICY' C. OR 3- #2!0 AL THWN & 1• #6 Cu (0) in 1 1/7' C. Fd. ow w.alp6m W.#a cm* Q1 t vvaa D..al dm ow pd. Var. 1 20 -11 APpllnaa 1512N 1 2 8000 Rai#. 50 2 4S 1 20 IIpr.AR:.el H-1 ON 1800 3 4 1 M Wall Appfi— 15G) 5 6 4500 VNAa He#a 25 2 we 1 20 a 15M 7 8 F*1 1 20 DMIn AFp ism a 10 1200 a eI OR m 1 012 1 20 BaM GFIR adw 120012 16M Di&.—WOR 20 1 812 1 15 Fa/a/HY AFCI 900 13 14 5000 D7a OR 3D 2 me 1 15 W Pn. lain Ktdh Ga Us AFCI GOO 15 to Sp.w 17 18 1500 U/oha GR 20 1 012 04 1 1 1 15 ISD BCM AFCI am 1a 20 1OW Gowm D- GR 2D 1 012 31 22 12M Gorm / EmWw Us A R AM 20 1 012 M4 1 15 s.&— 021 Bslhraa. 4UAF0 am 23 24 am B.&—M AFCI 15 1 #14 #14 1 15 Batlmdn 1AF11 Q00 25 28 600 18.thM AFCI 18 1 014 M74 1 15 Bsd.sm Nl .aW R1e/5/ L.4 AFCI 800 28 1z0 2.tl RearMW 4TD2ndRUW Last ARD m1 M2 M2 1 20 . s Cr Dpar OFI 1= E 30 1000 Vn eadrds and 20 1 x 51 32 Saes m m sp— sl— 35 38 ap— spea. 37 w a — a 2 M ACA.M.U. aSKVA el 85% sm 39 40 41 42 Waae 1 Lwd edt.d W, dticdiba l Era 17WO-BE Z1N00--_---- Lwd We4 to Mmantl betacalal�Ime�IM an Scalculations: ABBREVIATIONS: AFp: ARC FAULT CIRp1Ir INTERRUPTER NC: NOWCONCIDEN[LOAD OR GROUND FAULT NTERRUPTER Td# Earl nel.d b dan.W Wor 46500 First 10000va0. d 10D% 10000 R—hingwaf.i Tdw Am wd 111E LOAD CALCULATION 18 BASED ON AEG NON -COINCIDENT LOAD TdA Canwdtl i—f went 38&M TOW a /240 ) HIS Geneml Llahting & Receptacle Load TOW A)C t uae Fed 2805 Ge1W U.&Rw3 W/ Sq.R. 7615 H1e 3at 65WI-i Nat 1DD% 185 Ge W 8010 Ckla# tla/c Tomlwel6 GwaA U. a Rw Pare A 11 728 6010 F METER VERB IRRIGATION 150 AMP ELECTRICAL RISER OUTLET e 48' AFF. NOT TO SCALE. GEMlRAL NOTES• A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY WT 4 ELECTRICAL PROVISIONS OF THE 2Q TYY - pQtrE lf�12201 LOCAL CODES, AND ALL LOCAL MM COMPANY RBOUIIMPIW4 . D ALL CONDUCTORS SMALL Be TYPE TW NrtWN UNLESS NOTED OT MWGL POLER COMPA TRANSFORMER GRADE PROVIDE DO AMP, GO440 VOLT, 1 ELECTRICAL WRNCI. PROVIDE 2 I -VP' E SD P PIA SCHEDULE Cae -)AD ALUMINUM !AU N 2" DIA SOME CONDUIT UNLESS SERVICE IS PROV SLECTRO COMPANY. C00PONATI COMPANY PRIOR TO DID. D CU, UN a FSaN2- COMBINATION SERVICE ISO A#'P DRCOTILCT 610ITCH AND EDG M ELEGiRC METER IN NEMA M ENCLOSURE MLO PAMEL DO.A[2P MA149 E MM= CABLE TREVOCN @FRANCS aRY1ac B/IRANl7 asuvR'!R 021114'Eit INTERSYSTEM BOIDNG TERMINAL AT LOW VOLTAGE CONNECTION• ELECTRICAL PROVISIONS OF THE EQ1Lgl..ONS2Fd &W' DIA x • Fr LONG COPPER CLAD GROUND ROD MAY 0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 J (Dss�T Iy 4 Q pg� sT. BUBDIV aWT: ABBOTT PARK LOT #22 BLK #7 PROJECT* 04181.000-22071 HODELe 4EHB "2605— HAYDEN" GARAGE SMINO: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160,eWH E C Dw� 5/04/21 9CAJLZ: 1/4"=1'-0" aIiEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES D&V CUTLET 20 AMP "a" PKLE ITN CUTLET IIOV OUTLET H Q OUTLET PARED ro SWTCH GPI IIOV OUTLET smmD 160*0 F MERPIER rTAMIFER REMSTAM TYPE) 2W OUTLET 14) WFE CONNECTION �q. UUAAL� CM, NATERP/►7Or OUTLET OROND MILT NIERRr1ER SWTCN SWITCH 9-WAY OPER SWTC4 4-WR AY OPE " �W U L MONrED V4 ' LIGHT CEILNO LIGW © LED CLO LIONT ©yp LED VAPOR PRom LIMB O yp VAPOR PROM LOW OQ ImCOGGED CAN eVER. PAN I OM PER eW Pr. VRR. PIII eULtlNT TOM PER Sri R. V RXIIA! rates TeID sY AROUND fRE a D) 7•1M10 YRM • {L, [ML1PAIf! MSRJ AROAD 2' KAWFIRSCIR 4' FLUOR11001 IT .�-�—e-+ CO 8 4' TRACTC LOW PANEL nib METER OSD. smom DErECTom rti LJ WALL MOUNTED atol¢ DETEOTgt e4TT_ eeac:W NLH� a101Q O11iCf01! ®CANON 8K0 ON" EE A PWANOE OF NOT LIE" THIN 4' FINOM WALL PENDANT LIONT NATURAL OAS TELMMAOM JACK WH WATMeIlATMe "TER Ecr 7 1:jQYQ Py�•PyP•1: p �� �. eQ AIW ON TE.EVOM JACK ILM EOX REOU O TO EE SUPPORTED N ACCORDANCE eU SOX J-DOD( MARKED AS MUCH FOR CELNO DOx RFWI aAinn PANL OM ro 8E aIFrC eae N ACCO LANCE SOX 1 144111010 Aa alul FOR manna 24' WCAIOESC@R LIGHT STRIP nnnnnn S•' eCANDESOElr LIGHT STRA- ennnnnnn r.� N' K*ITGTRII- LIGHT STRIP FLOW LIOHr Kp 0".eeouRTr KEYPAD • PA PWN4 UTTQN FOR CH MS USS mor • LOCATION OF TV JACK& a FUONE OUTLETS • FANS TO OE VERIFIED • WOM00ER PRE -CONSTRUCTION MEETNO. • ALL r A 20 AMP ORANCN CIRQUTS TO EE ARC FAULT P'ROil= PMe ELECTRICAL. PROVISIONS OF mG6 ITu Eemdl n0ao) K NEe aI0)a 2oM EDmaN • 20 AMP DEDICATED LAINDRr CARM11T. • GPI • [GLAND (NOT ON KITCWM CIRCUIT) IR • P1840A DISCOMEOT TO OE LOOKOUT N PANEL • MATHWOM E)WAUST PAN TO HAVE MSL CAPACITY OF 00 C M NTERMITTOW PER ELECTRICAL PROVU R" OF SECTION Mm0T3 PetJe ItN Eema( ra ) • LAU?CW ROOM RECEPfAO18 SDW.L DE OIROMD MILT CIRCUIT-NTEERO6PTER PROTEGTM I = FEROONNEL ON FCEDErS • UMWS METHOD SMALL BE NON METALLIC CAOLE PER ELECTRION. P'AOVIMCNS OF POOR ITN ED ra0201 • ALL WOW TO COMPLY WTN ELECTRICAL PRONSIOIS OF TIE FIIK.R TTH [D (20201 • tl L I_MIM S41eLL eE SEL[CTED eY eWLDER AND 9 OP i-eg O MUST eE M�ItlT R�PICI@1T TTPE PER F)S! lNEROY G'71�teERVVrla rRmiDA.71AL HNERSY IFMIGIMIGY) ae]O TDh EDITION IE40a.1 I----------J SECOND FLOOR ELECTRICAL PLAN ALE: 1/4' . I'-m' NMI LED LIGHTING C DOUBLE LAV. BATH •1 LED LIGHTING ® DOUBLE LAV. BATH •3 d N. RONALD REAGAN 8l LONGWOOD, FL32750 PH: 407-774-6078 FAY- 407-774,4078 www.abdeslgngroup.com AA #: 0003325 W X SUBDM Z LCT: ABBOTT PARK LOT #22 BLK. #7 PMJ&CT* 04181.000-22071 MODMU 4EHB "2605-HAYDEN" GAM&GE BVnNo. RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C D M 5/04/21 SCALE: 1/4"=1'-0" SHEET E2 q FIRST FLOOR PLUMBING PLAN SCALE= 114 . I'-0' i -----------jI SECOND FLOOR PLUMBING PLAN SCALE+ 1/4 • I'-0' PN MAIN VTR PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 A 44 4 NJ eUDDiv S. LOT ABBOTT PARK LOT #22 BLK. #7 P1t0dSCT# 04181.000-22071 MODsrl 4EHB "2605- HAYDEN" GARAGE awnaG: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C 6 racaar + 5 04 21 DATE: / / mcALE: 1/4"=1'-0" MEMICT P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL DE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL DE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NiPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. PROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL. DE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FDC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR DATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FDC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR'FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND DE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. REC0"'ENDATMO AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC4 DBF BOOSTER PAN OR EQUAL. FANTEC14 DDF 110 DRYER ROOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN < LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-TWFIJ AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCCNS UNIT SIMPSON WB ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY---_y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB GSXI 1/4' SHT. MTL. 60—REW9 T REFRIGERANT LINES TO CONDENSER UNIT PLATS RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IFWRN ANAIT'H°' OVED ITION((2i020i`S'�R MECHANICAL BLDG. CODE NOTE, MAIN COND. DRAIN 3/4' DIA. SECTION 3012.4 OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN. FLOOR E+4RON2E FL. PL. OR WALLTE RBUNK C.O. PLUG SEE SPEC. BRASS PLUG �— FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED _—WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC q�F=OQKSLAB CLEAN -OUT (TYPN FIN. GRADE OR PAVING I'-S'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (-TYPN� FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 • P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 J 04 q 6 0 ouloDiv. ae LOT: ABBOTT PARK LOT #22 BLK. #7 PROJRCT# 04181.000-22071 moDarr 4EHB "2605-HAYDEN" (lARAGR SWMG: RIGHT PAGZ: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C � h0 DART IC: 5/04/21 SCAuc: 1/4"=1'-0" 9*1121" M1 i I I-- -----I SECOND FLOOR MECHANICAL PLAN W ALE, 1/4 . 1'-V 11 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.00m AA g: 0003326 1 8 � cWill. BVBDIV. dt LOT. ABBOTT PARK LOT #22 BLK. #7 PROJECT* 04181.000-22071 MODEZa 4EHB "2605- HAYDEN" GARAGE BVnNG: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C 0 a ABWOV NO W723 PDATE: 6/04/21 BCAM 1/4"=1'-0" 8IiEET M2 2X4 TOP PLATE PLMJ �' D PRE-FATRUSS 7 IR' CLG. BOARD Vl' DRYWALL TOr- SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' OG. MAX FIN. FLR, 2X4 WOOD STUDS 024' OG. SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL JETS SHALL BE NOTI THAN 2x4, WHERE ED NOT MORE I6' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-V' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 7ELEVATIONS TON.YP. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5/8' /2' PSUMWIGW BOAR 70R IR' HKsH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION -� WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.TFURRING . -� STRIPS • 24' O.C. a' cm 1/2' GYP. WL. BD.� WOOD BASE n W/ WINDOW OPENING e' DIA aLEEVX DO NOT CUT RF.DAR PE POND BEAM NOT CUT SOLID dROUT THE BOND eV (U 7 _ BENT (2) cck~ PRO APO A PIPE THROUGH BOND BEAM FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER 8 4EET 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 15 a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. OR aw um 2B GAS LINE THRU BLACK D seAw vr.r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICICNE98 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTt. DRIP EDGE / J 9' 2x FASCIA PER MA: ELEVATIONS O.F VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET 8NL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED / 1. P.T. SECURED PER nDIQLA 10 Om-w FLA/TER AITLRD D"w%y TO HAWWr TO s GARAGE DOOR JAMBS D1 SCALE: i-2X4 SPF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE -ENGG WD. TRUSS — CONT. 2x RAT RUN SECURED PER- /� STRUCTURAL DETAILS .// SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/6' GYPSUM BOAR OR 1/2' HIGH STRENGTH CLG. BOAR 1/2' THICK, 2 COAT—`� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a' cm a d a m • q< R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 1/2' GYP. WL. SIP, WOOD BASE— D TO ►LL rm 1L mm lioD ET" FIBERGLASS SHINGLES WITH UNDERLAYMENT A8 PER FBCR W511. ROOF SHEATHING THICKNESS AS PER SHEET ON]. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SWEET SM. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS _ 0'-0' FIN. PLR ROOF SHEATHING THICKNESS 15 ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16OS5.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF (J� SCALE, 3/4'.r-®' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.8078 FAX 407-774-4078 www.abdeslgngroup.com AA #: 0003325 J S StmDm de w1r. ABBOTT PARK LOT #22 BLK. #7 PROJECT 041 1.00t--22071 MODEL: 4EHB r'2605—HAYDEN" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH EXP. C 6 wo DAA E 5/04/21 8CALE: 1/4"=1'-0" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 905.IJ. AS PER POOR SM.LL ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD.1RU ER PRE -ENS WD.T D�ER 24' OC. MAX L v TION 24' O.C. MAX LE—VATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION 15ATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PERCALCS FOR VALUES VENTED IO.H. I 5/S' GYPSUM OARD B ELEVATIONS I.O.H. 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/21 HIGH STRENGTH CLG. BOARD VELD CLG. BOARD Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP PEP PENCE STRUCTURAL -4.1 INSUL. REFERENCE 4 INSUL. STRUCTURAL .I J w of � W WINDOW ATTACHMENT w AS PER E MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 3/4' T t G SUBFLOOR GLUED AND NAILED 3/4' T 4 G SUBPLOOR AS PER NAILING I/2' THICK 2 COAT GLUED AND NAILED I/2' THICK 2 COAT SCHEDULE PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY M MASONRY wALPER 4-PER IX2 FIRE -STOP T� LEVAT16N IX2 FIRE-STOPTELEVATION SEE STRUCTURAL SEE STRUCTURAL V TION T~` EVATION 5/8' GYP" BOARD 5/9' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD ER .L NATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1INSUL. R-4.1INBUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. PLASTER APPLIED STRIPS 24. O.G. MABONRT Scm DIRECT TMASONO S, CMU la' GYP. ILL. BD. IRGYP. WL. BD. ,._ WOOD BASE IX2 FIRE -STOP WOOD BASE IX2 FIRE-STOP —E A 4 L11N L ,a a: W/ WINDOW OPENING �, WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'•1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 �a o []PROJECT U13DIV. a¢ LOT:BBOTT PARK LOT #22 BLK. #7 04181,006--22071 MODMU 4EHB "2605- HAYDEN" GARAGE 18WING: RIGHT PAGE: DETAILS 160 MPH EXP. C rm 2X6 P.T. • CENTER OP DOOR HEADER SECURED W/ lU K' X 8' J-DOLT W/ W MN. 0-maDMINT WV 2' X 2' X VS' WASHER 4 NUT OR W) (2) V2' X 6' ANCHOR DOLTS WV 4' MIL EMBEDMENT WV 2'X2'XVS'W4SIER4 WJT IN s CURE 2x TO BLK W/ R 1/4' TAFr," 6 R 1 1/2' EMBED. e' OC. 4' END 018T. 1 14' EDGE DIET. ® 61QC9 GAbY13E DOORUCK DSECURED UV (SJ V2' X S' J-DOLT OR ANC440M DOLTS, W/ 4' MIL EMBEDMENT, WV 2• [I]2 X 2' X IA' W46 ER L NUT. (V WTHN 6' OF TOP, (V WITHIN 6' OP THE BTM, ® (3) EVBHLY SPACED. IN 13 NONE6, ALL ANC 4CM SMALL BE N ACCORDANCE TO MANUFACTURER'S INSTALLATION NSTRJCTIONS WFERE 61)OM N&TINUOTION6 ARE MODE 6TIRINMW GARAGE DOOR 9 BUCK ATTACHMENT eeJLs, w•.r-4r S' cm id' DRYWALL ❑ I'X4' P.T. NA Dose DOOR Ix4 P.T. OR S/47(4' MM. SECURE THRU PRAME 4 EXTEND 1-1/4' INTO ILER BLOCK W/ 3/16' TAPCONS CASING MIL 6HIA4K SIZE .141 MIL HEAD OIZE 300 MIL EMBEDMENT I-V4' WITHIN 6' OF EACH ENUD JAMB OR W"xv 4 16' O.C. MAX BPACNG ATTACH TO 2X PER MANUFACTURES DETAILS. NM, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3/4" OR +5/4" 1LB7DOTf TO BLACK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK III/ 3AV TAPCONS (MIL SHAWL 61ZE .146 MIN. MEAD SIZE 300 MN. EMBEDMENT 1 V41) WITHIN S' OP EACH END 4 IS' OIL. MAX SPACING. 2)(6, SECURE TO BLOCK WK2) 3AV TAPCONB MN. GNAW SIZE J45 MR HEAD SIZE 306 MN. EMBEDMENT 1 V4•) 6, cm WITHIN S' OP EACH END 4 V' O.C. MAX BPACIYa. IA' DRYWALL 2X6, m I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAFr-" DOOR CA6N3 MIN. SHMK SIZE J4a MIL HEAD SIZE 300 MIN. EMBEDMENT IV4') WITHIN 6' OP EACH END 4 S' OIL. MAX 61ACIN& DOOR JAMS OR WINDOW ATTACH TO 2X PER MAUFACTURES DETAILS. NOTE, 8HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +l 1/2' ,- W TO BLOCK +1 1/2" 2X4, W SECURE TO BLOCK WV 3/16' TAF40" (MN. SHANK SIZE J46 MR HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN 0' OF EACH Elm 4 18' O.G. MAX GPACNG 2X6, SECURE TO BLOCK WK2) SAW TAFr," (MIN. SHANK 612E WS MIN. HEAD SIZE 3" MN. EMBEDMENT 1 V49 WITHIN S' OF EACH END S' cm 4 18' O.C. MAX SPACING. lA' DRYWALL 2XS, m ❑ SECURE TO BLOCK 1'X4' W/(2) 306' TAFC4" P.T. NAILER MIN. SHANK 812E J48 1AV OAS. X 4' MIL MIN. HEAD SIZE 300 nIL EMBEDMENT 1 V4') DOOR CASING. S' OF EACH END 4 IS' Or- MAX SPACM DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" @WW TO BLOCK +1 15/le" 2X4, m SECURE TO BLOCK W/ SAW TAPCONS (MN. SHANK SIZE .INS MIN. MEAD SIZE 300 MIN. EMBEDMENT 1 1/4') UUTMIN S' OF EACH END 4 W Or- MAX 6PACN9L NOTE, STRUCTURAL 2X MUST 5E 2X6, ® ON OUTSIDE 4 SECURED LOCK Sec1E4E TO BLOCK TWROUGM NON-STRUCTURAL WK2) 3/16' TA 3AW TAPGON MIL I-V4' (MIN. SHA4C SIZE J48 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MN. EMBEDMENT 1 1149 WITHIN V OF EACH END 6• CM 4 b' O.C. MAX SPACING. 112' DRYWALL 2X6, m SECURE TO BLOCK PX4' WK2) 3/16• ON6 P.T. NAILER (KIN. SHAWE 145 DOOR CASING MIL HEAD 300 CV4')I MIN. EMBET WITHIN S' OF EACH END 4 IS' OIL. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" �11RNDOlf TO HIACK +2 1/4" 2X4, m SECURE TO BLOCK WV3/16' TAPO" (MK SHAM SIZE J4S MIL HEAD SIZE 300 MIL EMBEDMENT 1 V49 WITHIN 6' OF EACH END b' O.G. MAX 6PACN& 2X6, SECURE TO BLOCK WK2) 3/K' TAPCO O (MIN. SHANK 812E .14a MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHN S' OF EACH END a' cm 4 W O.C. MAX SPACNG.2XII I/U' DRYWALL RE SEC SECURE TO BLOCK I'X4' WK2) 3AV TAPOS P.T. NAILER MIL SHANK SIZE 146 DOOR CASING MN. DEAD SIZE 300 MIK EMBEDMENT 1 V4'J WITHIN S' OP EACH END 4 I6. Oa MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLU IS JAMS (DO NOT EXCEED 1/49 �DOOR� JAMB TO BLOCK +3' 2X4, m 6ECUM TO BLOCK W/ 3A6' TAPCONS (MIN. 6HIMK SIZE .14b MIK HEAD SIZE 300 MIL EMBEDMENT 1 114.) WITHIN 8' OF EACH END 4 10' O.C. MAX 6PACNG. NOTE, STRUCTURAL 2X MUST BE 2)(6, m ON OUTSIDE 4 8ECURED SECURE TO BLOCK TWRO" NON-STRUCTURAL WK2) NUS' TAPCON6 WW' TAPCON MN. 1-1/4' (MIN. 6HHANK SIZE J46 EMBEDMENT INTO BLOCK MIL HEAD SIZE 300 MN. EMBEDMENT I V4') 6, CMWITHN 6. OP EACH END 4 W O.C. MAX SPACING. V2' DRYWALL 2X& m I'X4' SECURE TO BLOCK P.T. HAILER W92) 3/16- TAPCOHS DOOR CASING (MN. SHANK 612E .HS MIN. HEAD 812E 300 MN. EMBEDMENT 1 V41) WITHIN S' OP EACH END4 W Or- MAX SPACING. NOTE, GNM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') 7NID 7X SECURE TO STRUCTURAL MEMDER W/(2X2d WITHIN S' OF EACH CN$J 4 61 TO S' OIL, MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMPACTUR96 DETAILS. DOOR JAMB TO BLACK +3" F 2X4, m SECURE TO BLOCK WV VW TAPCONS (MIN. SHANK SIZE J46 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN W OP EACH END L W Or- MAX 6PACNG. 2X6, m SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE J45 MN. HEAD SIZE JIM MIN. B'BEDMENI' 1 1/4') WITHIN 6' OP EACH END 4 IS' O.C. MAX SPADING. 2X6, m SECURE TO BLOCK W1(2) 1/4' TAPC4N6 (MN. 6MMK SIZE J48 MIN. HEAD SIZE 300 MN. EMBEDMENT 1 1,149 WITHIN 6. OP EACH END 4 S' D.C. MAX 6PACNG S' cm 1/2' DRYWALL I'X4' P.T. NAILER 1/16' OA.D. X 4' MIL DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MMIIFACTUREB DETAIL& NOTE, SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" R TO BLOCK +3 7/16" 2X4, m SECURE TO BLOM III/ 1/4' TAPC4" (MIN. SHANK SIZE JO MN. HEAD SIZE 300 MIN. EMBEDMER 1 V4') WRHN S' OP EACH END 4 10' = MAX 6PACNG. 2X6, m SECURE TO BLOCK WK2) V4' TAPCON6 MIL SHANK SIZE J45 MN. HEAD 612E 300 MIN, EMBEDMENT 1 1/47 WITHIN 6' OF EACH END 4 W O.C. MAX SPACING. 2X& m SECURE TO BLOCK UW2) 1/4' TAPCONS (MIN. SHANK SIZE 148 MIN. HEAD SIZE 300 MIK EMBEDMENT 1 1/49 WITHIN 0' OP EACH END 4 IS• O.C. MAX SPACN& NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TWRDt GM NON-STRUCTURAL 3AW TAPCOJ MN. 1-1/4' EMBEDMENT INTO BLOCK LJ 6' cm a 1/2' DRYWALL rX4' P.T. NAILER P MT. X 4'MR DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 3/4" /01 a-.QW TO BLACK +3 3/4' R 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA N: 0003325 A � 0 s� r R O SVSDM 89 LOT: ABBOTT PARK LOT #22 BLK. #7JI PROECT/ 04181.000-22071 MODEL: 4EHB "2605—HAYDEN" GARAGE SNJTTG: RIGHT PAGE: DETAILS 160 MPH EXP. C RQ?LWA MKIN tACRA L s NO 9 %23 I DA 5/04/21 SCCAXX: 1/4"=1'-0" Sa�WE D3 �y PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 1387234 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCi. COMP. W000 CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCi, COMP. W000 CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/33/2021 11496.5 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10443.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 30/22/2023 13904.E SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/31/2021 30531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.1E SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2030 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 38644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS Jh DOORS SINGLE HUNG 2020 FBCR 8/28/2022 15332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/33/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/33/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 I5279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 35279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'4" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'4" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIOEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING OCT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING • RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2023 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13392.I JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 33223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 LAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFR SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERITY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM � WWW.FLORIDABUILDING.ORG CONTROL DATE:OS/05/2021 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH; 407-774.8078 FAX: 407-7744078 www.abdeaiBngroup.com AA #: 0003326 V u NZ svaDa<v. a4 rA"r: ABBOTT PARK LOT #22 BLK. #7 PROJECT* 04181.000-22071 HODEIt 4EHB "2605- HAYDEN" Gwi:waE OW. WING., RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH C svaDa<v. a4 rA"r: ABBOTT PARK LOT #22 BLK. #7 PROJECT* 04181.000-22071 HODEIt 4EHB "2605- HAYDEN" Gwi:waE OW. WING., RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH C INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS APPROVED GILDING MRAP REOUIRED TO SECURE SHALL BE LAPPED A MINIMUM OF PIPE( Mpg TO FRAMING 6• • VERTICAL LAPS (ROLL ENDS) 4 6• . NORZONTAL LAPS. IIARRi LATER R, ALLSEAMS NEED TO RE TAPED LATH VERTICAL LAP TO OE i• STUCCO W1RAP MTM PORTISER SHEATHING TAPE YARB LATER Q. FORTMISM BUILDING PAPER PREFOIMED CONTROL JOINT i '— J' T140r, ! COAT CEM 104T METAL LATH PLANGE OF CONTROL JOINTS T \ PLASTER / \ WXV SELF -ADHERING MEMBRANE BE MRED TIED TO LATH • 6' LURE LAYER 4, POittFI5ER FLASHING OVER t"IEM BRANE OTC, MAX (VERTA NOW, DO BUILDING PAPER / \ FLASHING OVER APPROVED NOT FMT@I CONTROL JOINT TO r rrca LM • nerN. un+ \ WALL EVEI.1 IP etuD EX1sr6 MISUSE WRAP, 1441 N. RONALD REAGAN BLVD. BEYOND EXCEPT STAPLES Rb AFFRDVED METAL LATH B-ASFIsn Ton EXTEND aNra PIPE %' LEG MAY BE USED TO TEMP. FASTENED .t' 1VERTJ OL. MAX LONGW07-7 FL 0 760 SECURE CCNTROi. JOINT AT SUPPORTS I X-X X I _ _ _ FLASMING OVER APPROVED FAX: 407 774407E DURM INSTALLATION X X X HOUSE WRAP. www.abdesigngroup.com LAYER R, RLA6LIRJG TO exT@ID ONTO PIPE AA S: 0003325 FASi@ER6 TO EE SPACED STUCCO WW � ~— METAL LATH . 1. O.C. MAX VERTICALLY WOOD SMEATMMG I TN ! K'CONT. BEAD OF SEALANT LURE LAYER % .ni�r e�td,•• ,.y;,...n WRAP I PCOAT CI?YLNT STUCCO LASTER INSTALL 110YEDD RWOUSEIMAP AIR r METAL LATH IWILOVER SHEATMII6 t-1 WRB LATER 4. FORTRgGER % m ., R ewrr�-rrr_ ��ersiee rs..st enrr�i BUILDING PAPER _ VAND LA C.V. PM16M (SEE _- T7P WALL SECTION) i / I STUC y roT I SAP nN TH SM WOOD SNEATINRIG ME r ro.• r• ro r SECTION THRAX M CONTROL JOINTS OUT SMALL B6.W WI r RrG elnW d EzbMr of P•N ria cwrient plantar EE STOPPED AND 11 shall comply Ath the a ticn TIED AT EACH SIDE. �eawmai•rns o. r.a m PER ASTM CI06! PROVIDE 7X4 BLOCKING PLACED FLAT MAX. b'TO S' r wN u1u LM,a•oven Inamnaeon MexladorlaWm9 and haniig \ FROM CONTROL JOINT MIEN CONTROLNOTE, JOINT FALLS ON STRUCTURALSTUD ALL LM 2 aMIISTau�pl ewllh ASTM C 106349a, L ASTENERS FOR LATH TO BE NAILS ORS i — SCALE. I IR'•i'-a STAPLES IN COMPLIANCE WV ASTM CW63 2. MR! TIES TO BE (NO. E) 004151 MRE / I BLOCKING 6WOIW MAY Of IN ADDITION/ \ TO WALL STUDS REOIUIRCD PER PLAN III IINIII 4'x4' 6ELP-ADMM1NG MEMBRANE 6 F.A6MMG (COMPATIBLE W/ MISUSE 4• IURAIP MATERALI= VERTICAL LATH r APPROVED HOUSE M yQ� O a 9 & PAPER DETAIL FLAeHe1 TO]112mD ONTO PUP[ Ik \ WOOD 67UD6 I' CR LE60 PIPE .. ~� " - 6'x6' SELF-ADHERNG MEMBRANE PENETRATION : l PLASHING (COMPATIBLE W) NOUN I WRAP MATERAL) OVER 4ht4' NOTE, SHEATHING SELF-ADMERINS MEMBRANE R AS14NS OVER AITROVCD SIDE LAPS OF METAL ftEREIOU6@ � BE AST BDAMTO �� BUILDING •• naL '4.,} R-ASfIMG To ExtehID ONTO PIPE O"M" TYPE CONTROL JOINT "ItAmm EI'IBER6.Y SMALL MED PAPER LAP +/� BETUM SUPPORTS MTH 00416-IN• (171-MM) STUCCO X• L4P • LAN CUT AND OVERLAP ONE SIDE OF WIRE AT INTERVALS NOT 3• LAP • PAP6n 6E0-ADHERING MEMBRANE MORE THAN S• (2n-M'7). FLASHING CUT AND OVERLAP ONE SIDE OF O AS PER ASTM C1063. SELP-ADHERING MEMBRANE LD O t FOLD NYYb • FT. ♦ O L TOaRUAD • M. A ]/JiL.1 YJ.4L-E FLA614MG =' R ®FaD zamAs°•PT• KICKOUT NOTE, = IN LUMPAIROFTEARS HORIZONTAL LATH PIPE PENETRATION DETAIL (FRAME) ■■■ DETAIL MMRDLAYERS,TE41R0 MAY PA TA & PAPER DETAIL 3A S WRAP TAPE E ftm M N.T.S. PER MANIP. SPEC. OR FOL.o PEEL 4 STIM WOOD SHEATHING O L OR GMU D wLalo . O L NOLD .VJLD . Pr. A R. A • PT. WRB LAYER PI, ). o1fARs >. CICAee • Pt. e CFQus • M. C ACIRIAM • Pr. STUCCO WRAP (FRAME ONLY) L IOLD Pr.00 Pr. ;V G TILL F.T. C Tg16N tt 6onomrL � ® k THICK, 3 COAT CEMENT ri PLASTER (FRAME), VY 2 GOAT LEGEND CEMENT PLASTER (GMU) R" METAL LATH (FRAME ONLY) ® LAP WRE, 4 TAPE OVER DRAINAGE PLANE (WRBmormm LAYERi, STUCCO WRAP tEAL. Fp.D. o¢ I 6III Orr. p7FIp(lcoarCIENT ? 5'X5''L'TYPE CONTINUOUS WRB LAYER *2 (FORTIFIBER ...... — — PLA6TE1RmRa•E4,IO•eOOAT HI F GALV. METAL FLASNG COMWPlA&M(O"J) (NAIL TO ROOF DECK, NOT BUILDING PAPER) 00 LAYER -2, roRrF40M '� F WALL SHEATHING) BAPER nywlcrir) uR"LAYER R, � INSTALL CAP WUJITH ROOF CEMENT METAL LATH X—X—X—X STUCCO WRAPORN•E ONLY) svHDIv. at LOOT ABBOTT PARK LOT #22 BLK. #7 PROJECT* 04181.000-22071 UODELc 4EHB "2605- HAYDEN" GARAGE 8111rING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C oOVIIX HALM FLAGS. frog ^Rv STUCCO �Or C I L CPU �i ROOF CEMENT WOOD OR-f/I(o'I ZIP WALL ' WUALLNA&M a I ROOF PER ELEVATIONS SHEATHING SELF-ADHESIVE FLASHING — — — — — -MA`( NOTE: METAL LATH: LATH TO BE PER SECTION 140W7 IIOLO.IR OQ L.or curl R-103.1.1 / ASTM C-541-14a, MIN. 2.5 L55. PRINT eNewls PooFF+R L W `o OvilM )'. PER 5Q. YARD (UTILITY OR NOMINAL DATE: 5/04/21 DCAI•E:1/4"=1'-0" b'A w""av "•I"•°" FMEI.IROP � FLASHING LATH DOES NOT MEET SPECIFICATIONS) SHEET 5 O"L" N.T.5. /� ri1 INSTALL b' SELF-ADHERMKs MEMBRANE FLASHING OVER TOP, Slows) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO ISE, L BOTTOM, 2. SIDES, 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND BIDES ONLY. SEALANT 18 TO BE TOOLED 60 AS TO DEFLECT i WATER AWAY PROM JOINTS. . X.n E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS � .�. APPLY APPLY SEALANT AT PERIMETER OF BACKER ROD FRAME AND STUCCO ON ALL BIDES, Y1 CAULKING a JOINT ALL AROUND I PER SECTION R7 3.7 Exterior lethina end gl8etertng BACKER ROD Exterior use of portland cement plaster shall comply With the application requirements of ASTM C 926-18b. X. IK: Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, ' r _ or ASTM 1787. UIRD LAYER 01, STUCCO WRAP ..: t: HOODED VENT 1' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIFIBER BUILDWG PAPER WOOD SHEATHING DRYER VENT (FRAME) r SHEATHINGAYER'I,O WRAPAYER 4IFIBER ING PAPER oN�aTucnoN -METAL LATH a' Cm VINYL CASING BEAD 4' RAISED BAND V TON V WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MA60NRY BEFORE APPLYING Z I-LASHNG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED WISTONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP t SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT(BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPEI UNDER 'QUICK FLASI A VENT PENETRATION SCALE, N.T.S. ELEC. METE1 VERIFY LO ii1CGN I V ICC6.GI VG STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER TO K' MID -WALL WEEP SCREED WOOD CONSTRICTION 6' SELF-ADHESIVE FLASHING a• CM —� WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM A� —1-1 ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 'O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER el, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING Wit LAYER h, STUCCO WRAP Wit LAYER n, FORTIF15ER BUILDING PAPER METAL LATH FASTEN TO WOOD STRICTURAL MEMBER • 1' O.C. MAX %•sue wri�lin� L ADHESIVE FLASHING. CLEAN MA60NRY OEFORE APPLYING (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP *l STEP #3 S' WRB LAYER "I, STUCCO WRAP WRB LAYER M, STUCCO WRAP APPLY 60 MIN SEHE 9 GRADE '' FELT MEMBRANE FLASHING ® OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 4, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FNISH (BEE TYPICAL WALL SECTION) METAL LATH �pv u"�1 STEP '5 STEP #& l 9 ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003326 q N is A al Miss SEEN ABBOTT PARK LOT #22 BLK. #7 PROJECT# 04181.000-22071 MODZU 4EHB "2605—HAYDEN" GARAGE a9wsrrG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C DA=: 5/04/21 awTE: Eli 1/4"=V-0" 81MET dd A2 WOOD SHEATHING. WRB LAYER 01 STUCCO WRAP WOOD WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER V HAT CHANNEL J' THICK, 3 COAT CEMENT U9fi' TYPE X' DRYWALL PLASTER 6' SAP. 4 TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED PLA WOOD SHEATHING ``" 4' POSITIVE DRAM WEEP SCREED WOC WRB LAYER 01 STUCCO WRAP ]' THICK, 3 COAT CEMENT r PLASTER W SELF-ADHEREWG AI66-WFIIC- FLASRWG WRAPPED 4 TOP OF WEEP SCREED TO SHEATHING BELOW X' WRB LAYER 9, STUCCO WRAP � WRB LAYER 42, FORTIFIBER BUILDING PAPER i SELF-ADHEREING WRB LAYER 9, ` / ' FLASHING WRAPPED STUCCO WRAP �a 4 CORNER OF CANTILEVER AJ_71C0 AM"-WIFWIC-T8m g�TOM CASING DEAD fu 4• POSITIVE DRAM 1 2 i IIPeP N['.'+EEn —_ NO GAP IN FIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD r 1 DTL. ® CANT. 10A, SCALE, 1 IF1'.I'-m' NOTE: METAL LATH: LATH TO BE PER SECTION R703.11 / ASTM C-641-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/ I RESILIENT N .T GRAPNEL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER 11 D DRIP EDGE INSTALLATION W./TEXTURED 4 PANTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING DEAD WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER -2 d' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING '2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER 4 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @MP—E—DGE INSTALLATION 0 CANTIL VER DRIP EDGE 3' X 3' 26 C.A. GALV. FINISH LAYER (2 LAYER METAL ORIP EDGE PEEL 4 STICK) SET M FULL DED OF PEEL . SEAMIN. STICK • DRIP FROM SPACECE FROM DRIP EDGE TO FACE TO TREX DECK iihiMM'''1125v CONTINUOUS WATER PROOFING Mt'\ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL. 4 STICK - DRIP EDGE TO DECK— , VGAP ROD 44 SEA ANT E ' FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT WYTEXTUED 4 PAINT FINISH j' THICK; 3 COAT CEI V.4YI t'ft PEAT VINYL CASMG BEAD )W GAP FOR BACKER ROD 4 SEALANT YMYL CASING DEAD WEATHER RESISTIVE 4 BARRIER 9 WEER RESISTIVE °"a, m DECK MEMORANIE• EXTEND OVER DRIP EDGE 3' X 3. 26 GA GALV. METAL DRIP EDGE SET IN PILL BED OF !D 'MIN. SPACE FI4fOM DRIP PACE TO TREX YB]1S.ABItlii.LEAQ. WATER PROOFING Mt LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WA' D SHEATMING WEATHER RESISTIVE BARRIER 9 BALCONY DRIP 11 EDGE INSTALLATION & GAP FOR BACKER ROD 4 SEALANT — .T VINYL CASING BEAD . WATER PROORI let - LAYER (2 LAYER PEE 4 STICK) XLRMN SHEATHING GATHER RESISTIVE APMER 9 °ATHER RESISTIVE ARRIER -2 SAP. \ -EEL 4 STICK I Vx3' 'L' FLASHING FULLY EMBEDDED M ROM CEMENT I $' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )V MIN. SPACE FROM DRIP FACE TO TREX _ /— WEATHER RESISTIVE BARRIER 9 MAT14ER RESISTIVE BARRIER 4 EXTERIOR COLUMN COLUMN SHEATHING LEGEND 6' SAP. PEEL 4 STICK 1)6'x3''L'FLASHING DRAINAGE PLANE (WRB ® FLOOR FULLY EMBEDDED IN I400F CEMENT LAYER 01, STUCCO WRAP) IN X 3' 26 GA GAL V. METAL DRIP EDGE WRB LAYER 02 (FORTIFIBER ...... - - I )FXI }1' P.T. OR SIMULATED SET IN FULL BED OF SEALANTjj'MIN BUILDINCH PAPER) � 8)FILLER, SPACE FROM DRIP Y4' GAP FOR SEALANT FACE TO TREX VINYL CASING DEAD METAL LATH x—x—x—x OPT. BACKER ROD, WATER PROOFING lot MODIFIED w LAYER (2 LAYER PEEL 4 STUCCO 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO YINYL CASING BEAD CANTILEVER WOOD OR V16" ZIP WALL J, THICKCOAT CEMENT R3 SHEATHING. S/S' TYPE 'X' DRYWALL METAL LATH WI/TEXTURED 4 PAINTED WOOD SHEATHING. SELF-ADHESIVE FLASHING - - - - - FINISH i' THICK 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER VINYL CORNER DEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) SCALE, NT6 WOOD SHEATHING 2x FRAMING MEMBER i' THICK 3 COAT CEMENT PLASTER 212' i FASTENED TO SHIEATNMG 4 T' O.C. MAX. r i WOOD SHEATHING E�eeeL EE2 METAL LATH WRB LAYER 9, FORTIFIBER P BUILDING PAPER Y) 1AACORNER BEAD ® FRAME k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING. * I' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 A�CORNER BEAD @ BLOCK WRB LAYER 9, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH —� i' THICK 3 COAT CEMENT PLASTER &'SELF-ADHERING— FLASHINCs WINDOW FLANGE 6,0 WF WRB LAYE BUILDING I METAL LAI J' THICK, 3 PLASTER &'SELF -A FLASHING DRIP CA WINDOW i 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) SHEATHING. WRB LAYER 01, STUCCO WRAP WRB LAYER 42, FORTIF15ER BUILDING PAPER oo METAL LATH LODED J' THICK, 3 COAT CEMENT FOR PLASTER d N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 t7 A F PARK 22 #7 04181.000-22071 MODEL, 4EHB "2605- HAYDEN" GARAGE SIVING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C lai a NO W723 1.00 If D TEE'• 5/04/21 ff /4"=1'-0" A3 WOOD SHEATHING --� WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER -� METAL LATH J' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER h, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH 9' THICK, 3 COAT CEMENT PLASTER WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C� WINDOW 15C CFRAME, W/BAND) METAL LATH IX TRIM MEMBER ® STUCCO TO - SIDING TRANSITION SIDING 4' GAP TYP CASING BEAD TO TRIM Ij' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER SUILONG PAPER WOOD SHEATHING WRB LAYER 9, STUCCO WRAP \-- CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 1 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SHEATHm THBARRI�SISTIYE WEATHER RESISTIVE BARRIER 7 YVi I 6F.AIB DHEN6 t I ASHINGIL �� 1 STARTER STRIP I PLASHNG k%EATWA NR RESISTIVE BAR WEATHER RESISTIVE B BARKER a y R�R°HERN6 •'r PLAS14MT6Qq,Nw_iLA" on IWEOD TRIM MEMBER \ / If{IaOD 7RI1111 M EM AMBLER I \ ` / SEA, GAP WCAI&XW2 OR APPROV20 SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, STUCCO WRAP WOOD SHEATHING -- — WRB LAYER 02, FORTIFIE:ER WOOD 0"TRUrTION BUILDING PAPER i WRB LAYER 01, WOW SFRS }' THICK, 3 COAT CEMENT STUCCO WRAP RESISTIVE WEATHER RRIER PLASTER i 64ARRIER �SISrIVE UJRB LAYER 02, FORTIFIBER REAALL41'SICNa VINYL ANGLED BUILDING PAPER '-4Df�IR,o 1\ caslNG BEAD METAL LATH VINYL CASING BEAD i STARTER STRIP 9' THICK, 3 COAT CEMENT (EXPLODED v1EW FOR PLASTER CLARITY) GALVO M_LrTA, / ' ,IEATM 2' PLASHNG BARN it I • x MEMBER"TRIM �,� QMN 21 ` E-2 BEAD VNYL c (BACKER AM) PVC f CASING BEAD ® RAISED I BAND ( FRAME) rH� �R 17 A ISAAR FARR 181STIVE AMER RESISTIVE IS BARKER 9 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH V. / 1 WINDOW FRAME ,( WRS LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 'I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING _z L MEMBER DETAIL BELOW EXPLODED FOR CLARITY ------------------------------- ------------ ---------------------------------------------- )4' GAP TYP J' THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT'--, . / TO WINDOW METAL LATH WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING q.ASHNGADHERNG I— t=! \ DBARR�IER -1 TOISLAP \ S' MN ABOVE TOP OP W FLASHNG WEATHER RESISTIVE BARER 01, WEATHER RESISTIVE / i SUU GCOYWRAP BARRIER 4 / 1 ' � 1 W WIDE PEEL t STICK OVER FLANGE WINDOW FLANGE ALA I E-Z BEAD VINYL CASING N°'� i (W/%' FLEXIBLE PVC BACKER ROD) 2X FRAMING F-A SIMULATED �� MEMBER .APPLY FULL BED OF SEALANT BETWEEN 4m FLANGE 4 BUILDING WRAP BUILDING CAJIX RPP4RWE� SEALMT WRAP WEATHER RESISTIVE BARRIER (W %, FLEXIBLE PVG BAC"Pt ROD) SIDING TO STUCCO \-ERR�SISTIVE CARRI® FRAME TO FRAME 19E TRANSITION — d N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003326 1 0 svaaiv ee I.oT: ABBOTT PARK LOT #22 BLK. #7 PROJECT# 04 81.000-22071 MODEM 4EHB "2605-HAYDEN" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C 6 D 5/04/21 EZ BEAD WINDOW CASING SCALE:1/4"=1'-°" BHEET WA4 CENTERLINE W TAKEN IN KEEPING THE VENTPROPERLY A', V ANO 1Ir Sr10AN IN P GALVANZED AUGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE .AIM I - NY NVLS AT EACH GORIER. ROOFING CEMENT SN wAPPLIED TOALL SWNGLE EDGEB NFAR THE CUi GOOSENECK VENT OPENING IN THE ROOF OUTER eDGE ANDAROUND THE ENTIRE PERNETER AS RECOMMENDED IN SEVERE WEATHERCOASTAL SHEATNRK3. SM TE OPENING IN AGCORDIWCE WTI THE CONSTRUCTION ZOES. CHMT SHOVN.IN THE EVENT AMECHMICAL VENTFAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PWNG CONNECTION INSTRUCTIONS. M NOT CUT INTO TRUSSES M RAFTERS WHEN CUTTING THE OPE— IN TIE ROOF. RE�MW INTERFERING SNNGLENNLSARCUNDTHE PER TE METER OF THE OPENING SO TIiAT THE NNLING FLANGE OF VENT LAYS FLAT TO TIE ROOF SHEAI4NG.340E THE TOP AND SIDE FLANGES OF TiE VENT UP AND UNDER SNINDU� LLOYYTHMES. AVENT FIANCES TO U1Y OF TIE TOP M THE SHINGLES. ROOF HOOD VENT DETAIL E. CUT HOUSE.~ AT .IS• ANGLE IN mcu01leD N I1eAfOP � LSE OP DECM Orwon ArP4Q0VW HCRIeeu.RAP \ OVER 61EATNNG OVER UP STUD WALL STEP 1 PLASH6n OVER NAILM FLANGE &MISS RSn FIN nw iSI1 AXW NLL rLEXeL\>/\ E FLASHING DO HOT SEAL EOTTOM -' FIN STEP 6 TEMR7 POLO4 Ho" TUCK P At TEA FOLD N AT INSTALL Y SELP-ADNEIWS R.ASWM OVISe VINYL HEAD RJSHNG (WITH 00 OAMS)NA0.NG FLANGE IEXTEC SELr-ADL$R I6 ILASNNs PMIN OHD JAM re PLA SII►n INSTALL %NYL DRIP OAP ASPHALTPLASTCCEMENT MOLDED MOUND SASE OF PIPE AND OVER FLANGE • ALIEN IT.ASWNG all Nr. EDGe OF SILL R.O. MECNAFICALLT PATEN PAINS EDGES. (CAP NAILS. STAPLES) INSTALL OIPCHT R-OGR.AP AS TF K-46WM AT T E DIAGONAL CUT N ACROSS HEAD Or WNDCU PLUMBING VENT DETAILS SCALE. INSTALL S' WDE AOMMYN - MACKI D PLEXISILE RASWNG MATERIAL OVER DRIP CM JOINT(FROTECTO-SRAP eT-zew. a easv) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALP: NTS 3C WDE VALLEY FLASHING EDIT OR HEAVIER FELT UNME YMENT ASFW T ROOFING CEMENT AT LEAST IYSEVCID VALLEY CENTERUNE FROM VALLEY CENTEPUw L 1T 16 THE CONTACTORS MSP- NOIGILTY TO VERIFY ROOF VALLEY DETAIL HOUSE~ DDMPAT1ILIT OPA ELF-APIORSNCLUDING THE WISAP• SEALAIars M SELF -AD=% SCALE. RASNNG MATERIALS USED PUP" CONSTRICT'ION. 2. INSTALL ALL MATERIALS PER MAKFAC1URCRS ULLSTTEN SFECSI CATIONS 09MOk SEALANTS MAY REACT ADVEMELY P NOT .IMOFIPATII LE. CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCFNEME SHOWN BNALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRAION BELOW THE WSVDM OPENING E N TMOR PERIMETER CF WINDOW WITH APPLY dl WU(0 EGUAL)SEALANTI W NDCWCM JOINT FLUID APPLIED R.A91ING (LANCO WHITE -SEAT. RC-N OR CGILALU SLOPE SILL TO EN WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-774-4078 www.abdesigngroup.com AA A 0003326 y 6 sVBDty ae ioT: ABBOTT PARK LOT #22 BLK. #7 PROJECT* 04181.000-22071 MODEU 4EHB T12605— HAYDENII GARAGE SrRATG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1/8 —2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA ~ DRIP EDGE 11\ 1\ 1/6' TEXTURED I \ FINISH ® WOOD I \\ 2X6 SUS 1/2' TEXTURED \ FINISH a CMU / \ 1/8, TEXTURED FNISH • WOOD, A, TEXTURED FNISH • CMU METAL LATH SHEATNNG OR cm WRB LAYER h, STUCCO WRAP (FRAME ONLY) LL1RB LAYER 02, FORTIPIBER BUILONG PAPER Z - - (FRAME ONLY) j a V METAL FASCIA \ WRAP Y8 FROM \ © FLAN B . -- ----- -- � Id STUCCO, 1' FROM ! WOOD WALL 1\\ EXTERIOR WALL \1 \� (FRAME OR CMU) \ a —L_ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEVATION ®PLAN ,A ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) DRIP EDGE METAL KICK OUT TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH o CMU ':.� 2x6 SUB -BAND W/I'x4' NOTCH 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 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND WA0 'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL x \ x x x x x x x �4 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x � x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL V WALL W/KICK—OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Vx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAl 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1 N. RONALD REAGAN 81 LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003325 Ilia a 8V8DIV a IAT ABBOTT PARK LOT #22 BLK. #7 PROJWT#1 04181.000-22071 woaELA 4EHB "2605— HAYDEN" GARAGE gVrMO: RIGHT PAGE: WALL ASSEMBLY DETAIN 160 MPH C 06 L I AR NO 93723 1 A `—` 50421 DAA TE: / / SCALE: 1/4"=1'-0" S MET dd A6 39'-8" TE-1 7 28'-2" m 0'-0 R Lb TOP OF SLAB ao 4" CONC. (L 2 SLAB I 3 a N —1--- r--------- FM-18x18— 11-�------� 4 1 10'_U"�Tl,-0„ Ili 15,.4„ 1A ii i i� /'4" PVC Ii/ CHASE I' f4 io 'T TOP OF m i iI ro SLAB � I �- w p O 11 LL 9 i ili CW-12x12 q — It 8 F6L-4 i i 1.1 11 N a0 II QIIJN rn I Onti I v> UP T02ND FLOOR H a0 �iiw I (FIELD VERIFY O EXACT LOCATION) 1.1 5 u I I 1.1 T-D" 0 qI 1 to I 1,1 1.1 #3 TRANSFER STEEL w (� 24" O.C. MAX N SIM. iv I I aq rl AV 2 0'-0" FIN. ELEV. FIN. CONC. SLAB "' I $ 1. 1.1 K Imp I 11 I �I gI 9 so 4 4 I LL b w �q 4" CONC. L _ _ _ _ FM-16x18 io OIuIa 0_LL SLAB . �M1¢2C7 � fV v fV 5,4„ FOUNDATION PLAN SCALE: 1/4" = V-0" 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 + Y-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.L91NDICATES #5 BAR, EIINDICATES #6 BAR,NNDICATES #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 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND, 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER'} OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 616 W1.0WIA OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 12" CONTINUOUS 18' - (2)05's (+)O'-0" FM-16x18 16" CONTINUOUS is" - ( s FM-20x18 20" CONTINUOUS 18' - We - FMC-16x18 16" CONTINUOUS 18" - s - VARIES CW-12x12 17, SEE PLAN 12, - s - CWC-12x12 12" SEE PLAN 17 - s - VARIES F-2424 1.. 24" 17' (2) TE-1 8" SEE PLAN 8" - s d N.RONALD REAGAN BL LONGWOOD, FL32750 PH: 407.774-6078 FAX- 407-7744078 wwwAbdesigngroupcom AA #: 0003326 M p a SVHDM ee LOT: ABBOTT PARK LOT #22 BLK. #7 PROJECT# 4181.000-22071 KODE7t 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH E C ' V-M NO 9V23 1 D � 5/04/21 SCALE: 1/4"=1'-0" SFIEI T s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z }} i STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — Ir — - CELL SEE PLAN FOR SIZE AND Q CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Y I a SPACING REQUIREMENTS Q m ° _^ v— s. ` f _c GARAGE DOOR ^ W W v, �T °^, / RECESS 7�7 C� QI .s. FM ° g 5 R CL i 8" CMU WALL O 8" CMU WALL > . p CORNER BARS, SAME SIZE AS LARGER BAR I W w = e" O�, +- 7-a IN FOUNDATION WITH 30" LEG EACH "'lll W �1 .8vil WAYAT ALL CHANGES IN DIRECTIONSMATCH AMOUNT OF CONTINUOUS BARS CURB FOR ° EE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB �_-° ER (1STORY) N3 18" ° EXT. PORCH SLAB -ESI.° SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER w CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ' Zip, MASONRY UNITS SET AT ELEV: W/ 1/2' ISOLATION JOINT (WHERE - 6" CHAMFER (2-STORY) #4 24" W/ 1/T ISOLATION (1STORY) Ilg� 6" CHAMFER (2-STORY) .: 0•_0" APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) •' i� EESCHEDULE i 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WXD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST Yv AND BAR QUANTITY • AND BAR QUANTITY NUMBER OF BARS oe. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:3/4' 1'-a' 2 scALE 3/4"=T-0 GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'•0" SCALE: 3l4"=1'-0" Z (1)#5 REBAR VERTICALLY W/ CONC. Q U POURED CELL LAP TOP PLATE A MIN, OF 48' _71 J 8.. CMU AND NAIL W/ 16d COMMON VERIFY HEIGHT WS NAILS, 2-Rp,V'OIC BTM. OF WALL W PLAN#4 A REBAR �24" O.C. � CENTER OF LAP TO CUR OVER STUD 5 i 04 SLAB ILL 2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING K Z W> WALL W/ SYP No 2 6TUDS SEE Cl OO O rg a I PLANS FOR SPACING. SINGLE '\-- I 1 j N NEW REINF. BAR BTM. PLATE TO BE PT. O a SECURED W/ 2- PART 3 PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO W/10d 2" CAPPED CL I EPDXY. MIN. EMBED SLAB MASONRY GALVANIZED PIPE - UNO NAIL 16" O/C STAGGERED. W/FLANGE 0 BASE -/ Q O FOLLOW AL MANF. z ADDITIONAL METAL 4" CONC., REINF. W/ N I I SPECIFICATIONS FOR CONNECTORS NOT REQUIRED WHEN NO F 7c6" #10 W WM ON b _ USE AND t- PREPARATION OF t/) UPLIFT IS PRESENT. MIL POLY ETHYLENE W C, HOLE. W _ VAPOR BARRIER ON �� Z SEE SLAB SCHEDULE _ K WELL -COMPACTED SECURE FLANGE TO _Ir Q CLEAN FILL TERMITE SLAB W/(4)1/4" X 2 1/4" O O} +_ 0' 11 TREATMENT SHALL BE I TAPCONS �QQ 2- TOP OF SLAB . BORA-CARE Q"¢ �. (2) CONT. #4 REBAR 4" CHAMFER (1STORY) �--- -�-—° ° — II 6"CHAMFER(2-STORY) ;. "•' (2)#5 REBAR ON CHAIRS e° •`l I! • s ° 0= 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE iy IN. DEPTH INTO = W f >> COMPACTED SOIL FOR WXD, BAR SIZE VIRGIN OR ENGINEERED SOIL AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'S" U PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 8 scALE:3r44'=1'-a' (NO UPLIFT) 5 6 _ G W/ BLOCK WALL SCALE:34" 1'-a' SCALE:3/4"=ra' &7ALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN VA 2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING i WALL W/ SYP No 2 STUDS SEE i STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND g0 BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ¢KQ m U ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO 0_ 1n i 8" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) O m 8" CMU FILLED CELL (TYP.) TOP OF SLAB c TOP OF SLABEE SLAB SCHEDULE 2XWALLFRAMING+-ay.1/2" DIA SIMPSON STB2 BOLTS 5' WGROUTED ° ° SEE SLAB SCHEDULE Z WTOPOF BAR SIZE 48 BAR DIA. > SLABa° MINIMUM EMBEDMENT INTO CELL, 4" FROM ENDS AND EXT. PORCH SLAB 4" CHAMFER (1-STORY) O #3 18" ° ISOLATION 6" CHAMFER (2-STORY) U 16" O.C. VERTICALLY MAX JOINT NT JOINT (WHERE a °° APPLICABLE) i MATCH STEEL 30" SEE SCHEDULE 6" PVC CHASE REINFORCEMENT PER SCHEDULE 6" PVC CHASE THRU FOOTING FOR WxD, BAR SIZE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE scALE:34"=r-a' (NO UPLIFT) BLOCK WALL CONNECTION RU FOOTING S:LUE : 11 SCALE: 3/4"=V-0" d N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774g3078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 1 aUBDiv. ae l.OT: 11 ABBOTT PARK LOT #22 BLK. #7 PROJECT* 04181.000-22071 MODEL 4EHB "2605—HAYDEN" GARAGE 91TWG: RIGHT PAGE: DFrAILS 160 MPH E C aUBDiv. ae l.OT: 11 ABBOTT PARK LOT #22 BLK. #7 PROJECT* 04181.000-22071 MODEL 4EHB "2605—HAYDEN" GARAGE 91TWG: RIGHT PAGE: DFrAILS 160 MPH E C VERTICAL REBAR �C TO HORIZONTAL REBAR W/10"HOOK Z Z [TIE GROUTED BOND BEAM - VARIES PER ELEV. •- Z ° I . CLEAN OUT REQUIRED Q FOR INSPECTION /+ • i TIE`/ERTICAL REBAR ° b • TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZE 48 BAR DIA. Z�W #3 18" >O #4 24" m U #5 30 #6 w #7 42' HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=T-0" OW > ( NEW REINF. BAR N SECURED W/ 2- PART a I EPDXY. MIN. EMBED J 3 8", UNO = FOLLOW ALL MANF. Q N O SPECIFICATIONS FOR Z USE AND PREPARATION OF Z ro HOLE. W� • °• STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=T-9' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DA. #3 1 18" METHOD #4 24" HORIZONTAL/VERTICAL #55 30" REINFORCING #e 32' 2 _ #7 42" SCALE: 3/4"=1'-0" #5 BARS ,.0 bbbj CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774�8078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 a aunDIV. at LOT ABBOTT PARK LOT #22 BLK. #7 PROMCTO 04181.000-22071 MODEL: 4EHB "2605— HAYDEN" GARAGE DWING: RIGHT PAGE: DETAILS V.160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/(8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1DA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, .17T' ° x 2 7/8" LONG, WITH WASHER C 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. HEADER SCHEDULE MARK CE RIp�T111 REMARK 1Q (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 = CN CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (c SIZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 806 (1)#5 (1)05 N/A GROUTED SOLID B82 MASONRY 3000 axe (1)#5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 114" - V-0" MAY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327B0 PH: 407.774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003325 N 14 a $cj nU13DM Be LOT: ABBOTT PARK LOT #22 BLK. #7 PROJECT# 04181.000-22071 MODEL 4EHB "2605- HAYDEN" GARAGE a? WMG: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EV,. C NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1W HOOK 17CAL #5 BAR M CORNER REINFORCING OF BOND BEAM 1 SCALE 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM L-#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND SEAM MAY BE SPECIFIED 80 THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM 15 TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL, 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. WIDTH^9 OF BEAM FS,CO IN E BOND BEAM COURSE �O / B p05�E NOMINAL—���16-1T/l Q� HEIGHT # OF WE, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - ITH MrDB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- ITIOMgB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1TM M10B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1TIOM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST ' 3 1Act", WINDOW A' SILL Z g v SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 1l2"=1, 0,. SINGLE 05 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF, OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" BOND BEAM 1#5 TYP. VMS" 7p BOND BEAM '•,•'; 1#5 � 8 Bx16 DEL BOND TOP OF BEAM W1(I ) #5 BAR BOND BEAM EACH COURSE Bx8 BOND BEAM TOP OF W/(1)#5 BAR .4_ BOND BEAM GROUT SOLID FROM T P LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -2' BEAM DESIGNATION OR 2 Bx8 PRE -CAST CONCRETE SCALE: 314"=1'-0" LINTEL, W/O STEEL (0) REFER TO PLAN FOR LOCATIONS rno , PRECAST HEADER(MIN) 20 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4' EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEA45 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL 5ARCHWAY FRAMING DETAILS SCALE: 3/4" - V-0" WOOD SECTION FASIENEROWW d. -Z' MIN, 2 }'MAX s.=2 t"MIN, VMAX s,=1}"MIN, 2]"MAX ed-r MIN, 2} MAX d. =2" MIN, 2 J' MAX %= 2 t MIN, B" MAX pm 4=1}"MIN, 2}"MAX ed- t'MIN, 2 J'MAX d. =2" MIN, 2 }" MAX 4=2t MIN, S"MAX fee 4=1}MIN, 2 j'MAX ed ='r MIN, 2 j' MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST i J' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. - END DISTANCE .. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW 4 = SPACING BETWEEN ROWS OF FASTENERS ed - EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. ml 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 Wwwsbdesigngroup.wm AA #: 0003325 Y i R BUNDIV. Ae LWO .. ABBOTT PARK LOT #22 BLK. #7 PROJECT* 0418 .000-22071 MODELa 4EHB "2605— HAYDEN" GARAGE BWngG: RIGHT PAGE: DETAILS 160 MPH E . C "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 SAFES PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 a9}0B a-1T +T 1T/OB 1T -1T TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 818.1T 8/16-1T 820.1T B24-IT a28.1T 8132-1T e/a 19 +e 1Tn 1n+ 1rn +T/1B 1TH are 2r 8/16-Zr BrA a24 2r 81282T 8/32-Zr Y-8" PRECAST 1438 962 3114 4217 5321 6420 7531 T-6" PRECAST 689 1024 T-6" PRECAST 1589 3524 4394 5203 6132 7001 248s 8719 89e5 noe 9031 10000 15N 9524 4994 52e3 6192 7001 W-W PRECAST 10655 700 2305 3125 3945 47e5 3587 4'-0" PRECAST 514 763 4'-W PRECAST 1363 3060 3615 4570 5325 8079 1961 0113 7102 6524 7827 8751 1363 3060 3815 4570 5325 8079 4'$" PRECAST 819 533 1770 2400 3033 3086 43W 4'$" PRECAST 398 591 4%6" PRECAST 1207 2682 3375 4043 47/t 5379 1625 5743 7547 8752 8541 7505 1207 2707 3375 4043 4711 5379 5' 4' PRECAST 931 7247 1999 25W 3123 36M 4249 5'�" PRECAST 411 411 5' 4' PRECAST 1016 1806 2374 2944 3513 4084 1319 4400 7196 7342 $780 62� 1016 2276 2838 3399 3961 4084 5-10" PRECAST 817 1024 1631 2090 250 3009 3470 5-10' PRECAST 340 339 5'-10" PRECAST 9D9 1490 1071 2443 2915 3387 1161 3693 5877 9036 8548 5778 029 2D80 �3 3107 300 4133 6' 6" PRECAST 692 1i139 3227 3031 3707 4383 5061 6' 8" PRECAST 410 721 8' 8" PRECAST 835 1201 1578 1955 2332 2700 1139 3227 46M 7054 10000 8826 835 1868 2329 2790 3261 3712 T$" PRECAST 570 938 2498 2205 2898 3191 3665 T$" PRECAST 303 534 T$' PRECAST 716 900 1181 1482 1743 2025 on2496 3408 4864 7057 6472 727 1824 2025 2426 2827 3228 9' 4' PRECAST 428 633 1593 2204 2481 2818 2821 9-4- PRECAST 192 384 PRECAST 9-4-PRECASTisle 464 586 767 948 1129 1310 839 1674 2298 3081 40H 409 1643 19a9 2164 2519 10' 8" PRECAST 388 487 1247 1767 1904 2163 2028 10'$" PRECAST 151 301 10'-0' PRECAST 356 408 812 756 age 1042 550 1407 1897 2761 3222 3784 504 1+8D 1472 1783 1710 1969 11'�" PRECAST 330 5" 1312 1742 2252 2888 363o 1114' PRECAST 132 417 1114" PRECAST 430 406 530 an M 872 544 1312 1742 2262 2888 3552 468 1 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 25M 3191 12'-0' PRECAST 111 370 12'-0" PRECAST 383 388 476 587 606 783 507 1210 1598 2048 2688 440 940 1300 1880 1914 1478 13'-4" PRECAST 270 433 1045 1385 1732 2157 13'-4' PRECAST 82 298 13'-1" PRECAST 308 303 393 454 575 60 414 1045 1355 1732 2316 fNR 396 780 1057 1312 1071 1203 14'-0' PRECAST 254 � 978 1272 1606 t988 14'-W PRECAST 71 293 14'-W PRECAST � � � "3 � No 390 978 1272 1606 1960 378 717 961 1192 975 1133 14'-8' PRESTRESSED N.R. NR NR NR NR NR 14' 8" PRESTRESSED N. 283 14'-8" PRESTRESSED 239 422 509 626 746 865 1079 /ate 1824 2277 V12 246 e83 980 1237 1474 1715 164" PRESTRESSEDTNA. NR NR NR NR NR 1S4" PRESTRESSED N.R. 262 15'-4" PRESTRESSED 224 397 484 574 884 1014 1340 1703 2118 2513 230 818 908 1134 1353 1572 1T�' PRESTRESSED NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED +e7 929 385 451 587 eeo we 1121 1413 1739 2047 192 506 720 501 1135 1312 19'rl' PRESTRESSED NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'4" PRESTRESSED182 Zee 348 490 s1s 505 736 9W 1200 1487 1718 lee 429 623 803 950 1008 21'4" PRESTRESSED N.R. NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 464 527 780 5" 833 1038 lies 1488 142 373 637 690 ale 943 22-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'0 PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 200 359 428 497 tee 660 784 992 1203 1381 137 358 513 859 779 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R 91 24'-0' PRESTRESSED 124 174 245 302 3W 418 in550 654 824 1014 1147 124 319 a55 68t eel 793 - ALL VALUES TAKEN AS THE LESSER FROM *WE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDIT70N. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774A078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 1 d . Ir aummv. ae LoT: ABBOTT PARK LOT #22 BLK. #7 PROJECT# 04181.000-22071 MODELS 4EHB "2605— HAYDEN" GARAGE DWING: RIGHT PAGE: SAFE LOAD TABLES %160 MPH EXP. C DwNT ATE: 5/04/21 SCALE: 1/4"=1'-0" EMMET s2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG 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 PLYW00D FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36 .177" 0 x 2 7/8" LONG, WITH WASHER C 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2500 LES SHALL BE FABRICATED W/ A 2x6 STM. 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 S" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE A BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 x"x5 )4") SYP. HTT4 W/5/B" DIA x 6' 5/S3.tA PT., WOOD POST EXR BOLT r--------- FIRE L-------J FLOORB—� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS gl 3/4" PLYWOODI DRAFT STOP ,I PRE-ENG. FLR. JOISTS-1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 11 I n II it If to 11 II u It 11 II N x It it II 11 II U 11 s u N In II II 11 11 III II It 11 It II 13 II II II x It 11 II_I n it n II II II it 11 II 11 It u 11L J2 4 u n n u u u n it x it 11 a ItII '1 11 BM1 TO CMU WALL W/ 1 N H 8 II II 2.4 W" OOD WALL SIMPSON LOUM483D3 W/ (a) ib' x 4' TITEN HO ANCHORS AND n to x 11 u 11 s 2x4 WOOD WALL W/ II SYP. NO.2 STUDS u 0 12" O,C, (a)Y,' x 2)9 SDS SCREWS TO SMt III_ I N \ �.Ib.i n II q n n q q SYP. N0.2 n ST111(g3x II 12" O.C. II II II II n u u d n it IIC" y u n u r 1 01 —_ _sus=AIL II III oesaess == = a eees e eam a a� �- ee.=�e�aee� PRE-FASIRWED FLOOR s01S�T8 a�aa axaam sass ex�aa�a =aaaa�=a�a aa�aa�=� II � � = eea a eees a eees _ eee= a eeeee: x :>�ya s 7a77 II / ' STUD 3'B/IRO1IDE .,x2X4DBLWOODWALL W/ DBL. II DRAFTSTOPPING STUD UNDER II II ALONG THIS TRUSS AS TO EACH JOIST 2. 11 11 II PER FBCR 302.12 S F. II 11 11 11 II ,. .. .. .. 11 it II II II II II II II it II II Ifs' II II II II II II u u u u n n n u u II II it II II ii II II II II II II II II II II II II FIRST FLOOR FRAMING PLAN SCALE: 1/4" = T-0" IJOIST IS N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 Is l tMDIV. St LOT: ABBOTT PARK LOT #22 BLK. #7 PROJECT# 04181.000-22071 MODEL: 4EHB "2605—HAYDEN" GARAGE STUNG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C DpiNT A IM 5/04/21 8CALS: 1/4"=1'—O" sfIEET s3 l tMDIV. St LOT: ABBOTT PARK LOT #22 BLK. #7 PROJECT# 04181.000-22071 MODEL: 4EHB "2605—HAYDEN" GARAGE STUNG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C DpiNT A IM 5/04/21 8CALS: 1/4"=1'—O" sfIEET s3 {1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 k' NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x i �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }'NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x W% 6", 8' x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, 1 :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) 1a 1b 1c TYPICAL TRUSS/ 3 GIRDER CONNECTOR(S) BBiEB BACIQ•RBLOCIC THCIMBIS 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 6D (2) 1/2" WOOD PANELS 90 2x LUMBER 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE WOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2z4 OR 2X6 WOOD BEARING WALL W/SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. SEE SHEET 61.1A FOR NAIL SIZE AND PATTERN ��I-JOIST CONNECTION @ L.B.W. (NO UPLIFT) OUTER 1/3 SPAN ONLY BTM.— PLATE DEPTH 1/4'0 —HOLE EDGE -5/8" -HOLE DIAMETER 2/5•D SOL. STUD AND BORING (LIMITS i; SCALE: 1 12"=1'-0" EDGE -5/9' HOLE DIAMETER < 3/5"0 DBL. STUD ENGINEERED WOOD TRU 0 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 E, 2x WOOD FASCIA S SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 1T O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x 6'. W 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. A41) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) 506 J" x 2 J" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SDS }'x 7 TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) }" x 5'TITEN HO TO CMU AND (18) SDS }'x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" 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.) TYPICAL ROOF 2a LU i GIRDER CONNECTOR(S) A` 3/4 s� �� BMIQRSL= TFNpBB 86 4500 31d" WOOD PANELS 8000 (2) 1!Y' WOOD PANELS 80 (2) 12" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 1DdX,12 HOG COMMON NAILS. a EACH END TOTAL OF 10 LVIJIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7"EMBEDMENT TO SLAB 8 (18)16d z 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB a LVLMOOD POST CONNECTIONS 5 SCALE: 3/4"=T-W A - SIMPSON IUS1.81116 G < 1400 LBS, U <70 LBS W/ (2) 3M4 WEDGE-BOLTIJ-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IU52.37/16 G 1400 LBS U < 70 LBS WI 2 314° WEDGE-BOLT/JOLT 5" MIN. EMBED (14) 10d GALV, COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3I4'" WEDGE-BOLTIJ-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST FL#1724I D -SIMPSON HHUS7.25110 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN.. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 3/4"° WEDGE-BOLTIJ-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10d0-1/2" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL `9 SCALE: 3/4"=T-0' 8'-0" MAX (W/1X4) 2R 1 O'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON — HTSM20 W/1010d 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/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7COVER & 7APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=l'-0 lx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES tx4 BTM. CHORD BRACING 6-0' O/C END WALL OR OTHER MAX., OR 214 BTM, CHORD BRACING END TYPE CONDITION, IF 10'-U' 0/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 24 24" MAX. W IJOIST SPACING 8" MAX. END w/I-JOIST TYP TYP P ACIN SEE FRAMING PLAN LED LEDGER BD. MA% . MAX MAX . . . . 1/Y EXP. (2) 2X6 SVP P.T. ii FROM 12) 2%72 SVP BOLT/J B W/ Y LEUGER BOARD W E LEEDGER BOARD 70 BOLT/J-BOLT W/ Y WAS & 5117' TO BE USED 1. ENSURE THAT EXP. BE USED WITH IJOIST WASHER & 512' MIN. EMBED. (f1'P) WITH (JOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (IYP) INTO GROUTED CELLS, $" ALL AROUND BOLT FROHT 2. SPLICE OF FRONT AND REAR LEDGER FEr LEDGER SHOULD LAP A MIN OF z_i K2 3. ALL BOLTS TO HAVE MASHERS (2) 2X12 4, EXP. BOLTS/J-BOLTS SHOULD SVP PT NOT BE ANY CLOSER TH4N 6' Z O/C. Z S. ONLY LEDGER INDIRECT °D f (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END BPACBNi CBYTRAL SPACING A DOUBLE SYP 2x8 1/7' 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" OIC MAX. I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=l'-a3/4"=l'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d ® EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-O" (1) "X" BRACE 31-1" TO 60'-0 (3)'X" BRACE (1) "X' BRACE 0 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 RED. 2.4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA ANCHOR BOLT W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 5' MIN. EMBED, AT 37OC MAX. SECURE GABLE TO 2z8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2z4 SECURED W/ (2) 10d.. 0 EACH TRUSS TO BE INSTALLED@ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS SCALE:34"=1'-0 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 (Ft 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 FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=T-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoslgngroup.eom AA #: 0003325 A 3 is L{�, R I i¢S C SVHDIV. se LOT: ABBOTT PARK LOT #22 BLK. #7 PROJECT# 04181.000-22071 MODEL° 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C 6 DIUNT A 5/04/21 SCALE: 1/4"=1'-0" l3HEET S3.1A SIMPSON H6 Wl (6) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 WI (8)8d COMMnN NAIIA EACH END IJOIST — — — — i LVLJ PLATE STRAPS W/ tOd x 1 12" HDG NAILS WALL / FLOOR FRAMING, q I -JOIST PARALLEL TO WALL G SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD NOT SHOWN FOR CLARITY) O SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ® 24" O.C. MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/7' DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY U'MIN. EMBED. AT 37 OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/12d's S' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/(2)10d'e ® EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 0 SCALE: 3/4"=1'-0" 8" CMU WALL— REINF PER PLAN (2) 2x4 P.T. W/ — MASONRY NAILS 0 12" O.C. 1X2 FIRESTOP- STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A-SIMPSON MT812 U < 990 LBS W/ (14)1 Od GALV. NAILS B-(2)SIMPSON MTS12 U < 1420 LBS W/ (14)10d GALV. NAILS EA STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/7' COMMON NAILS FILL ALL HOLES, DO NOT USE 1 Odx 3' REFER TO NAILING SCHEDULE ON SHEET SNI FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS IJOIST (SEE FRAMING PLI DBL 2X12 SYP#2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL 3 PRE-ENG ROOF TRUSS 5/8!'GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 1Sd TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD SECURE ST. PLATE TO SLAB W/ 104" WEDGE ANCHOR W/ T WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. 0 16" OC MAX. TRUSS CONNECTION @ L.B.W. S9a(i) SCALE: 3/4"=,'•0" REFER TO NAILING SCHEDULE ON SHEET SNI FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A 8" CMU WALL— REINF PER PLAN T I` 24" M � I -JOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS a17'OC. 1X2FIRE-STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 OROOFTRUSS- 40144 SYP NO. 2 WOOD POST TO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 • O• :0 : TRUSS/WOOD POST CONNECTION01 10a 10b 10c SCALE: 3/4"=TZ' TRUSS TO POST CONNEOTION A - SIMPSON MTS-12 U < 990 LBS Wl (14)1 Od GALV. NAILS. B- SIMPSON HTS-20 U <1310 LBS W/ (20) 1Dd GALV. NAILS. C-2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4N&'SDS, (1) SA"' A.T.R. TO HDU4 AND (10)1/4" X 21/2" BOB TO POST POSITTO SLAB CONNECTION A&S - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA x &' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA0,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ &W A.B. WITH MIN. T EMBEDMENT TO SLAB & (26)16d x 2.1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 d fit C ag� 4 evBDty & LOT: ABBOTT PARK LOT #22 BLK. #7 PROJ""' 04181.000-22071 MODEL: 4EHB "2605— HAYDEN" GARAGE 91rMG: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C PRE-ENGINEERED %1 VALLEY TRUSS CONNECTION L441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PM: 407-774.8078 FAX: 407-774-4078 www.abdesigngroupcom AA S: 0003326 y 14 IIP UBDIV. ag LOTBBOTTPARK LOT #22 BLK. #7 ROJMCT* 04181.000-22071 HODEU 4EHB "2605—HAYDEN" GARAGE BWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C 6 202 L N AWW W723 I DATE: 5/04/21 SCALE: 1/4"=V-0" SHEET S3.1C SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" gal A N. RONALD REAGAN BL LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407.774.4078 www.aLdesigngroup.com AA M 0003325 rc� o SVHDIV. 8e LOT: ABBOTT PARK LOT #22 BLK. #7 P1tOJECT# 04181.000-22071 MODEIa 4EHB "2605- HAYDEN" GARAGE LlWMG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-1. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE BITMARK DEPTION REMARK 1Q (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 ENO, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (P-1) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 0)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8.8 (1)#5 WA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES J# ; ♦ q i 4* i i i 1 � � 21 '-------- ♦ BF8-1T/OM/OB ----------J I I i ♦ U.N.O. PROVIDE 882 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL IT-4" ----F--T/OM/0-L'---------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" .1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 6 atMDM ae LOT. ABBOTT PARK LOT #22 BLK. #7 P1tOJECT# 04181.000-22071 MODEL: 4EHB "2605—HAYDEN" GARAGE BWZNG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C A. A NO D TE 5/04/21 SCALE: 1/4"=1'-0" SHEET S5 "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 SAFELOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 & -W 10-IT 1T 1TMS 1T/0B -ITM TYPE LENGTH 8/8 PLAIN 818 SOLID TYPE LENGTH 8/8.1T &1&1T 8/20.1T WA -IT 812&IT 8/32-1T 8/8 161TH 1T/1 1T11 1T/1B 1T/1 e/azr &152r erzazr &242r Sr:err &3z-zr 3' 8" PRECAST 1438 952 3114 4217 5321 6428 7531 3' 8" PRECAST 889 1024 3' 8• PRECAST 1509 3524 4394 SM 6132 7001 2485 8113 8385 7708 9091 10000 1589 3624 4394 6283 8192 7001 4'-0" PRECAST 1085 700 2305 3125 390 47e6 5587 4'-0" PRECAST 514 783 4'-0" PRECAST 1363 3080 3815 4570 5326 5079 1861 0113 7192 am 7627 8751 1363 3050 38% 4570 5325 8079 w4r PRECAST 819 an 1770 M 3G33 36e5 43M V-6- PRECAST 398 591 4'-8" PRECAST 1207 2532 3375 4043 4711 5379 1826 5743 7647 6752 0541 75M 1:7 2707 3375 4043 4711 5979 5'4" PRECAST 931 1247 1999 25W 3123 35M 4249 V-4• PRECAST 411 411 6-4" PRECAST 1016 1808 2374 2944 3513 4084 1319 4460 7190 7342 5780 6259 1016 2276 2838 3399 seal 4054 5'-10" PRECAST 817 1024 1631 2090 2549 3W9 3470 PRECAST 340 339 5'-10" PRECAST 909 1400 1971 2443 2015 33s7 1161 3693 5877 0146 6548 Me5'-10" 920 2080 2593 3107 3620 4133 6 8" PRECAST 892 1139 3227 3031 3707 4383 5061 8'-0" PRECAST 410 721 8'-0 PRECAST 835 1201 1578 1955 2332 2709 1139 3227 45M 7054 I0000 8825 835 1858 2329 2790 3261 3712 T 8" PRECAST 570 ese 2408 2205 Me 3191 3585 T$" PRECAST 303 534 T$" PRECAST 716 am 1181 1462 1743 2025 eee 2498 3408 4864 7067 6472 727 1024 2025 2420 2827 3228 9'-4" PRECAST 428 833 1593 2204 2461 2818 2821 ��� PRECAST 192 384 9 4" PRECAST 454 580 767 948 1129 1310 839 1674 2296 3081 4099 4809 572 1318 1643 Was 2164 2519 10.8• PRECAST 388 487 1247 1767 1904 2153 2M8 10' 8' PRECAST 151 301 10 8" PRECAST 356 468 612 755 m 1042 550 1407 1897 2781 3222 3784 504 Ilea 1472 1763 1710 1989 11'-" PRECAST 330 544 1312 1742 2262 2868 3630 11'-4" PRECAST 132 417 11'�• PRECAST 430 406 530 663 m 872 544 1312 1742 2262 2888 3552 468 1042 1372 1813 1470 1710 12-0• PRECAST 308 507 1210 Iwo 200 2586 3191 12'-0• PRECAST 111 370 12'-0" PRECAST 383 306 476 $87 898 783 607 1210 1598 2048 2586 3171 440 940 1300 1680 1914 1478 13'-4" PRECAST 270 433 1045 1365 1732 2167 2535 13' d" PRECAST 82 298 13' 4' PRECAST 308 303 393 484 575 645 4% 1045 1385 1732 2316 2605 396 780 1057 1312 1071 1203 14W PRECAST 254 368 978 1272 loos 1988 2279 14'-0" PRECAST 1 71 293 14'-0" PRECAST 279 278 300 443 526 600 390 978 1272 1606 1950 2389 378F37 "1 1192 075 1133 14' 8' PRESTRESSED N.R, NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14' 8' PRESTRESSED 239 506 828 748 885 458 1079 1420 1824 22r7 2712 246 R0 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 164, PRESTRESSED 224 484 574 am 793 412 1014 1340 1703 2118 2513 230 908 1134 1353 1672 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 lr-4" PRESTRESSEDt87 986 451 887 880 300 858ENRI 1413 1739 2D47 192 720 501 1135 1312 PRESTRESSED N.R. NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 182 286 346 430 513 595 235 736 1200 14" 1718 188 429 023 803 950 1096 21'-4" PRESTRESSED N.R. NR NR NR NR NR 2T 4" PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 38l 464 527 160 598 1038 lies 1468 142 373 637 090 ale 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 105 660 784 982 12M 1381 137 we 513 659 779 No 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 3M 360 418 129 460 864 824 Iola 1147 124 319 1 455 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 MAY I N. RONALD REAGAN 8t LONGWOOD,FL32750 PH: 407-774,6078 FAX 407-7744078 wwwmbdeslgngroup.com AA M: 0003326 1 kk b iUHDIV. 4c LOT ABBOTT PARK LOT #22 BLK. #7 PROJECT* 04 81.000-22071 MODEL• 4EHB "2605—HAYDEN" GARAGE BVnNG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C Dw� 5/04/21 SCALE: 1/4"=1'-0" OHM= S5.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 10d x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ 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 W FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 3 BA8E PLATE OR REMARK DESCRIPTION REINFORCEMENT VJD-1 4X6 (3 X'x5 X') SYP. HTT4 W/5/8" DIAx 5" 5/SlIA PT., WOOD POST EXP. BOLT Epp ROOF FRAMING PLAN SCALE: 1/4" = V-0" MAY .1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdaalgngroup.com AA M: 0003325 a aU33DIV. as LOT: ABBOTT PARK LOT #22 BLK. #7 PMJZCCTN 04181.000-22071 MODSIA 4EHB "2605- HAYDEN" GAi2A03C 911111lD7o: RIGHT PACE: ROOF FRAMING PLAN AND NOTES 1,160APH EA. C Of No 93723 DA W. lNT 5/04/21 BCA=: 1/4"=1'-0" alitr = s6 q H P ROOFS ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE Ze • 66.50 PSF (76:50) ZONE 3e = 76.60 PSF (86.60) 20NE 2n = 76.60 PSF (86.60) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19137' STRUCTURAL SHEATHING EXP 1 (40120). 40120 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN, 1913T STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W1 IN 4' OF GABLE END. ROOF! WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIAL TENSILE STR. SHANK ASTM 1Od RING SHANK 2 10" 0.131 1667 SCREW SHANK 170 000 RING 16R RINGS RSRS-03 Bd R SHANK, LNG S 2 3/8" 0.113 F1667 SH SCREW SHANK I PER INCH) RSRS-01 ad RING SHANK, PNEUMATIC 23/8" 0,113 F1667 I- ISCREW-NAILS RSRS::-Ot EXTERIOR SHEATHING USE 1/7' COX OR 7/16' O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" 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 MANUR SPECS.) SEE DETAIL. ROOF BREATHING ATTAC14EMENT SPACING ZONE 1: 106 NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: IOd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 31: 1Od NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS (9 4" O.C. TOP & BOTTOM EDGES G WE ZW z O W =U V) O 2 v Of 8 N K U W fY w RAFTER OR TRUSS-� ROOF SHEATHING ■mm=m,Nm II ii .. ���Me� MMKI 11 U BUILDING LENGTH 4 r ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE. GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING. 0 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING 48 7' DECK SCREWS (96'-0" O.C. MAX G EWES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUS -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3NC33M. MAXIMUM AGGREGATE SIZE SHALL BE NIT`. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE 8%Mft ENTRAINED CONCRETE EXPP9EDTO EARTHORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 71h EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3141 ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE SAIL CONTINUOUS POLYETHYLENE ENE VAPOR BARRIER MEMBRANE UNDER ALL SlAB3IXJ-GROIRID WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, This 3402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-1e AND AISC SPECIFICATIONS PROVIDES SEAMS LAPPED 61NCHETHYSEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CFIAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLEADDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. FLORIDA.TRUS DEBITED SHALL SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN IDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL 70 WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A6ISA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448IA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pcf AND VERTICAL BARS SHALL LAP B x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pot TOP CHORD no wwrreM REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: M4 BAR - 25" p8 BAR - 30' WOOD TRUSSES. 10 psl OTM CHORD �1on-wnwrront 85 BAR - Nr #7 BAR - 42" TRUSS MANUFACTURER WALL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIIASCE 7 88: 1990, TOP CHORD p TOP CHORD (7 PSI` (7 paf wT SHINGLES) (1 pef w/ No GYPCRETE) e ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 p 10 Wf BTM CHORD 5 psf B7M CHORD CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WHO UPLIFT: 1DPef MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pef Wes-' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED =I0MPH S- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pO, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 5W, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 3DPe1, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40W MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATION$, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS $HALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f m = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM G478 AND $HAL L PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWSE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pef, FOOTING 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER, THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A38M FY = 38 ksi FOR ANGLES PLATES AND WS S. STRUCTURAL TUBING SHALL E T RAPE B L B ASTM A500/A50 GRADE B F 48 STRUCTURAL PIPE SHALL BE ASTM 3M GRADE B TYP O Y D E E R S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SEASON -GRADE B L S 35 kci. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. SHOP, 3,000 P31 REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, AN BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4/- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE$HALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE 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 RON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1. 12* FOR At AND SMALLER 2' FOR NO AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALL$ AND JOISTS 1-177 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WIND W AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE 9PAGNG REMARXS APWJOATON 81ZE TYPE SPACING REMPnxS I.PTFURRINGTO CASE WIRDENEDCgI GARAGE POOR &x:K 111'dA TAPCON MABCNRY I III EMBED., 1'EIA qST., MA60NRYIGONC 11?EONS. S° OMA90NRYICONC. NO WIENER FASTENER SQC II.--qBT. S DAL. EJD. DOORS CMRE HARDENEDCdI 9.00 WINDOW/POOR/FABTENEq GMAOE DOOR BUgt qA� 1B'OIC ryB'W) VEMBED..4-INST., Ia PT, BEE NDTEB W 11?LONG. AGOERED BITo MASONRYA'X1NC. TO MABONRY/NNC. D°w` wI WASHER EXPANMON BOLT za•a (I-) 8£DGE dST. WINCCW &ICK cAPE HARDENED CWL s•oro w1NDOWYDOORI FASTENED METALIT ITO CONTACT THIS ENGINEER FOR SPACING fx PT, 9E£NDTEB WIL 11?LONG. STAGGERED INTO MABONRYAbNC. MABIXJRYICpK REQUIREMENTS EXr. 9N1. DOOR BIKKhPT, SEE NOTED (])11COIA NO WASHER 'iPPCOIP FASTFEH tYOG 11?EMBED, B`EIO dBT.,t1?EIXlE qBT. NONBFARIN3 WOOD -To CONC. BIPB 1/Y° EXPANSION i.1 E-=._. WI WASHgi BOLT dBT., 3"EDGE dST. hPT BULx 0.138°PAFl•END. g8T.,11? PTTO STT.L EEL COL. SEE W/WASHER SigGGEf80 EDGE qST. NOTES 11. STAPLES $HALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS WALL BE AS WADE OR WADER AS THE DOOR OR W NDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR W TH A WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE, ki 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7741078 www.abdesigngroup-oom ` AA A 0003326 � 3y�iM3 Y Aej4 xq No R ti SUHDIV & WT: ABBOTT PARK LOT #22 BLK. #7 PROJECT* 04181.000-22071 MODEL 4EHB 112605-HAYDEN" GARAGE OWWO: RIGHT PAGE: DETAILS 160JLPH E . C IRAR NO W W J Dr­pAtmT 5/04/21 SCALE: 1/4"=1'-0" SEEM= SN1 4 • BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOI FASCIA WOOD OTHER [BY BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH Q STAPLES INSTALLED 2-1/4" EMB. FASCIA 0 16" O.C. MAX THRU SOFFIT AND 1X2 WOOD BATTEN 11 J-CHANNEL AT NAIL 7O STAPLES INSTALLED HEM AND IN VALLEYS 1Q THRU SOFFIT AT NAIL ISOFFIT HEM AND IN VALLEYS STAPLES INSTALLED (dl 12" O.C. MAX (INTO ® „ FASCIA Q3O oOD) IN J-CHANNEL MAX.J-CHANNELk nFTAII A FASCIA 7� STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX: nFTAII n J-CHANNEL FASCIA 2X2 WOOD BATTEN @ STAPLESINSTALLED Q7 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. OFFIT O r,\j -CHANNEL 70 STAPLES INSTALLE THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT Q3 J-CHANNEL }" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L' �m—SPAN %.L- yam SEE DETAIL'A'� SEE DETAIL'E" `•f EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'D'� SEE DETAIL'E" W- EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL 0 WALL AND FASCIA END SOFFIT 10 DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" MAX O.C. STAPLESINSTALLED 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) -EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE:!) CONCRETE/CMU OR WOOD (NOTE 1) Q f, DETAIL C J-CHANNEL BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. #!I?!llt;tfd! i¢ • 3.519— >#># } .375 .375 .4 3.625 3.625 3.66 5 � 03 12�A DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1 1,441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 wwwabdosigngroup.com AA #: 0003325 J s g SU3DIV. Sac LOT: ABBOTT PARK LOT #22 BLK. #7 PROJECT* 04181.000-22071 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH ER. C 6 DAPE: 5/04/21 SCALE: 1/4"=1'-0" SHEET sD1 �P,�2ai8