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HomeMy WebLinkAbout38424 Sonnet Landing Ave992of0 04EHB -HAYDEN 99 y ;f + "'1- C00 �� ... 0� CX 12602 HOMES TELECOM CDRIVE, Q�P TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -RIAWDA BLLILDLNG CODE. >ggp»►iti MUMN ` �'. . , L eNn sreLs cones -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -�. B�INOR FINISH - CIASS B AA/C AIR CONDITIONING tuM. LUMINOUS ABOVE LAM. LAVATORY LUMINOUS ADJ. ALTERNATE M.C. MMEDEDCINECA IN T BD BO�ARDD RAGE MIN.MINIMUM THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE DATE DESCRIPTION 06A8/IT 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION 0UI6/IB DID SET ISM0 PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN 02/D/IS ADDED ELEV. 'J' . 'K' WITH SIDING PER MARK 5=5 02a" BID SET RE -ISSUED 04A118 FOOTING REvI810N8 PER M. BOU,ES TAMPA FL 33637 ' TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC BIND SPEED - Vult=160 MPH Vesd=124 MPH :EXPOSURE "EXPOSURE - C RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CLR, Coxc. CPT. c.T. D. DILL. D.G. DO CLEAR O.c. CONCRETE PL CARPET PH. DRYER C TILE PE. DRYER PIT. DOUBLE PLYWD. GLAZED PR DUALIDIAMETER DIAMETER P.T. ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT &REAR ELEVATIONS "H" PG A4H-LEFT & RIGHT ELEVATIONS "H" PG El -FIRST FLOOR ELECTRICAL PLAN Ob4/10 I -JOISTS INCORPORATED INTO MASTER PLAN 0646A8 CONSTRUCTION DOCUMENT8 RE -ISSUED MMAS ADDED VALLEY FRAMING DETAIL, UPDATED DOLLARD DETAIL OVHrA9 DETAIL- 'ADDING BAR TO BOND REAM' ADDED TO SI]A DId. DISP. DP. DR. D.S. DTL. D.W. EA. F1.EV. EQ. EXH. EXT. F.G./FX. F.G. FIN. FLU. FLOOR. FR. DR GA. GAR DISP. O.FI. OL. DIe1EF1SION R DISPOSAL RAD. DEEP R.A.G. DOOR REF. DOWNS PODT RM. DETAIL R.O. DISHWASHER S.c. EACH S.D. ELEVATION s.H EQUAL SHT. EXHAUST SHTHG EXTERIOR SHWR. FD'IDGLASS Sim FUEL GAS SL. FLOOR SID. FLUOR STD. FLUORESCENT sws FRENCH DOOR GA°OUGIEC THK. GARBAGE DISPOSAL T.Oc. GROUND -FAULT CIRCUIT T.O.P INTERRUPTER T.S. GLASS LASST.O.O. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGHOPENING SOLID CORE EXTDR SMOKEDETECI'OR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR' SLIDING SLIDING TANDARGLASS STANDARD SCi ETA wAtt sscTTox THICK TOP OF CURB TOPOFPLATE TOP OFSLAB TYPICAL PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-FIRST FLOOR MECHANICAL PLAN PG 112-SECOND FLOOR MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAI S PG D3-DETAUS 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 WAB-WALL ASSEMBLY DETAILS 0246/IS PLAN MAINTENANCE - STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-SOTS SQ.FT. CALL. S 031M REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04126AS UPDATED LEDGER DOLT SIZE 4 SPACING IST RR LIVING „m4 SOI. FT, 2ND RR LIVING ISMa. SFT. TOTAL LIVING 2401 $a FT. FORCHE 4311 $0. FT. PORCH ELEV'S 'M' III SQ. FT. TOTAL ELM 'H' 3153 SFT. Bslo PATIO em $a FT. 06/" REVISED I -JOUST LAYOUT 06/JU19 ADDED LED LIGHTS TO KITCHEN 1 BATHROOMS PER MARL DOUEiB 0143A% ADDED STONE OPTION TO ELEVATIONS Ys','H','J' i w LEDGER BOLT BPACU'Ys REYIBED ,®�Ay ADDED OPT. S'-®' CEILNG HEIGHTS DUOVJO REPLACE USP CONNECTORS UpTH 81MPSON CONNECTORS 03A39R0 REVISED DETAIL ON "ET 02 OPT. 8'-0' CLG MOT. OSAV20 REVISED STAIRCASE AND STAIR SECTION DETAIL "Y21 2020FBCUPpaTE 03/03RI ADDED SOFFIT DETAILS STRUCTURAL SHEET # DESCRIPTION GYP. BD. H.B. H.C. HDR HOT, OR HT INSUL. INT. GYPSUM BOARD FIND, HOSE BIB HOLLOW CORE V.P. HEADER W. HEIGHT Wi INSULATION WD. INTERIOR WOW. wi UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WRROUT 6xHTIRTEROFN 03/09/11 ADD FLAT HEADER s T'-b' AFF. (W-0' CLG ONLY) PG Sl-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABHJTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN 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 53.1A-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's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG S6-ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNl-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SDI -SOFFIT DETAILS ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 ww W.abdesigngroup.com L AA 8: 0003325 A m 0 SU33DM & LOT ABBOTT PARK LOT# 1 BLK# 11 P3tOJECT* 04181.000-11112 MODEL: 4EHB "2605—HAYDEN" GARAGE swum: LEFT PAGE: COVER SHEET 60 MPH EXP. 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) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2A.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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS i. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER O 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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 R3026 & 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN hINCH GYPSUM BOARD OR EQUIVALENT. STIE 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 D159-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 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, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. 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 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. S. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. '/. CONDENSATION LINES SHALL BE MINIMUM' PVC (SCHEDULE 40), INSULATED WITH %:" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5, ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R3012(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 112" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CON81RUCt10N 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 11C TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS 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 80FFITS 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) • 144I N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407.774.8078 FAX: 407-774-0078 www.abdesigngroup.00m AA #: 0003326 1 fig y S Q a q $ ABBOTT PARK LOT# 1 BLK# 11 PItOJECTp 04181.000-11112 MODEU 4EHB "2605- HAYDEN" GARAGE OWING: LEFT PAGE: GENERAL NOTES 60 H E DA 04/18/21 IlICAIX- 1/4"=l'-O" SKEET GN PATIO GOPID OVERHANG - OF --, m52-8H I (2) 3052-SH 6068 arp.1 I 12'-4' 1 I a BEDROOMN I Q i QMG ROOM aRo�aMG 8'•8' CLG. 1 V-m' 3'-8' b'-Im° 3'-8' 51_8. 3'-8' 1'.2' FLAT NOR • I I I � (2) 2066 6 1'-&' AFT. A I D II v Tug BATH#2 �vic ii "' POST I CIV . 1 w+ ti V-8' CLG I L I I i;`� IQT M 1 I U 1 I I,,.X, 8'•0 Cm I - i 2868 -4' 5'-8' 3'-4' S'-4' 3' 2868 Or-e 20 MIN. STAIR DATA 15 RISER 132' D, 1 fl c ----- ! iREF `� F� BOLLARDS 14 TREADS • IV, - -- { N 3•SH AS REQ. - PER BLDG. FLAT HDR • CODE 1'-&' A.F.P. II r-m' a' 8. II 13'-m• Ifl GARAGE eo 81-8' Q.G. 9 FOYER , yIIIC III FLEX 9 W-01 CLG.m III V_v CLG. $ - Iil m m • 2'-I0' Ib'•m• 2,_�, III m, 2) 30-H s PORCH X 1'-0' Obi. v V-01 CL6. --——--—————————————— —— a —— — — — — — — — — — — — '-4 5'-4' '-4 Im'-m' FIRST FLOOR PLAN SCALE. 1/4' • P-m' NOTE: -2-8 LOW. 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) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOM NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN ly'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION ENCLOSED ACCESSI15LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. PBCR 2020 (1TH EDJ 302.1 1 t I I 1 4 8=111�F��EEIRM3I lr am OKWM omen JAPE =WHMM OA PBAW AMTRE FOOITME MIN. WINDOW Im 5 31/-5m CRITERIA EXTERIOR SWING 18 5 36/-41 DR MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 O.HD, 112 5 31D/-34.6 12'xl2' SOFFIT 1 5 313/-4%S BASIC WIND SPEED MPH = 160 (Vult) 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. OOPSpOL0AT80YMVil SQ.FT. CAM'S IST FLR LIVING II04 $Q. FT. 2ND R.R. LIVING 1501 Sa FT. TOTAL LIVMYa 2605 SQ. FT. GARAGE 431 SQ.FT. PORCH ELEV'S'H' III $a FT. TOTAL E TOTAL, 'H' 3153 SQ FT. SKI® ATIO SO SQ. FT. MASONRY FRAME WALL LEGEND 8'-m® L UNA ON PLANS BIB^s. HOT. VARIES 8' BLOCK WALL UNA ON PLANS 11'-4' BRG. INTERIOR LOAD BRG. WALL UNA. ON PLANS 44' INTERIOR� LOAD BRGs WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-B' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAJIBLVD. LONGWOOD, FL327PH: 407-774,8078FAX: 407-774-407wwwAbdesigngroup. AA M: 0003328 64 o F-suBnm acT ABBOTT PARK LOT# 1 BLK4 11 PROJECTp 04181.000-11112 MODEIA 4EHB "2605— HAYDEN" GARAGE BWMG: LEFT PAGE: FIRST FLOOR PLAN 60 MPH E VA DrluNTA 04/18/21 aCALE: 1/4"=1'-O" SHEET Al C DBL. TOP PLATE 0 M BAR DETAIL A SCALE: 1/1'.I'-m' LAUN. Q. HALFI UV 3/4' T4G SUD FLOOR GLUED N 6CRELLED PER FASTENER SCHEDULE PRAJIRNG "ET) STAIRS RISERS TO CONDOR I I TO Pi 1i EDITION l2020) MN TREAD•10' MAX RIBEIR•1 3/4' 3/IS' MAX, VARIATION IN = STAIR DATA, RI6ER8rtR ADJACENT TO EACH 15R • 192' OTHER "'MAX VARIATION IN AtNY 14 TREADS • RISER/TREAD HANDRAIL CIRCULAR Im'• I' NOSING CROSS SECTION DIA TO BE I V4' •-V4' OR PROVIDE EQUIVALENT GRABPABILITY UINDERB- MIN W 1WDE • NARROU END MIN 11' WIDTH . 12' PROM NARROW END 34' MIN HANDRAIL NOT. 'ENCLED ACCESSIOLE SPACE WDM STAIRS SMALL NAVE IW11 1 6, UNDER STAIR SURFACE AND ANY 60FMTO PROTECTED ON THE ENCLOSED SIDE UNTN 1/2' GYPSUM OOARD& POOR 3MA (2) LAYERS OF 3/4' PLYWOOD CI! 12) LAYERS O. 3/4' SUB PLCOR MATERIAL M" FOR SOLID NAILING TO OF \ 3/4' KICK \ PLATE !FADS TO STRNGER AH U iCREWB • EA ) BEYOND TWIC30668 OOR SHEATHING 42• WAN L UV 1 CAP \ NOSING \ STOR. ` MIN \ 3.242 SYP STRINGER REINFORCED W12X4 SPF \ U1:CONT. BEAD CP \ 6UD-PLOOR ADHESIVE PL-400 OR SMILARE - EA HORIZONTAL RW 2 X 4 RE-RNF0111cm . FA 2 X 12 STRINGER WA2d S'-S' O.C. STAIR SECTION B SCALE: 1/2"O'-O' 2X4 ATTACHED U MASONRY NAILS • 2X SLEEPER INTO SLAB wn OF EACH END, 32' O.C. THE CLEAR SPACE BETWEEN 1 1/2THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL 6 36' AS PER FBCR R311.1.82 W/ 2X4 RE-INFORCI� Ni 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 Ij't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND �303o A ALIL HAVE ROSSiMUMT�DDIIMEENSI NOT EXCEEDING 2 1/4'. EDGES ~3 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 160-10.1 / F.B.C. 2020 HANDRAIL SECTION C 6cALE:3/4'.I' 02& 1'.0. -m' NOTE. NEARER FINISH TO BE PER COMMUNITY STANDARDS APR :, 144i N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesIgngroup.I:om AA M: 0003326 k� a Jill! h ag ABBOTT PARK LOT# 1 BLK# 11 PROJECT# 04181.000-11112 MODELA 4EHB "2605— HAYDEN° GARAGE 8WWG: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. ri DAA=: 04/18/21 9CAL.E: 1/4"=1'-0" 8*=zT A1A • 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 wwwsbdeslgngroup.com AA #: D003325 II'-B' 2'.4' II'-4' 2'-4' 12'-0' 1 5'-91' 3052-SH 9052-SH EGW56 (9) 3052-SH m 0 1.4 -� 1:. :!::!:•ao o�:�. -• n ■ W O s ABBOTT T: PARK LOT# 1 BLK 11 PROJECTdI 04181.000-11112 MODEL.• 4EHB "2605-HAYDEN" awRwaa 8wsr7a: LEFT PAGE: SECOND FLOOR PLAN 60 MPH EXP. v 25'-4' BLDG. HGT. 00 ll'-4' 2ND FLRA, _ BRG. HGT. 4' RAISED BAND b' RAISED BAND 2ND FIN. FLR 9'-0' CLG. HGT. OPT. COACH LIGHT Il'-4' 2ND FLRA, BR 1. HGT. V-4 3/4' 2ND FLRA, _^ FIN. FLRIBRG. HGT. b'-0' CLG. HGT., _ 0'-0' FIN. FLR ----'-'leek----- k 'k------ �„---------------- a. i I Ina�az FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH REAR ELEVATION SCALE. V4 • I'-0' TEXTURED FINISH /-FYPON Ib'X40' DECORATIVE SHUTTER OR EQUIVALENT 011'-4' 2ND FLR BRG. HGT. BKTIIXII OR EQUIVALENT b RAISED BAND (TYP.) 2ND2ND FIB _ �8'-0' BRG. HGT. • ENTo RY I I 415 Tri° 4' RAISED I BAND (TYP.) 4�0e' RAISEo BAND (E 1 '-0' FIN. FLR _ _OIl'-4' 2ND FLR BRCS s. THG L _ _ _oV.� O' FAN. FLR. AREA OF ATTIC 1585 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2585/300 • 5.28 VENTILATION AREA SO. INCHES PER FT.(14) 760.85Q IN. MIN. REQUIRED VENTILATION = .SX 760.8 IN UPPER PORTION OF ATTIC - 3884 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 380.4 /115 TOTAL80F VENTS REQUI RED = 3.30783 TOTALNOFVENT5PROVIDED = 4 'AREA OFATTIC IS THE PERIMITEROF THE HOUSE, LESS THE OVERHANG EXTERIOROF WALLTO EXTEF40ROF WALL, NO OVERHANGS INCWDED IR' T141M 2 COAT CEMENT PLAGTER APPLIED DIRECTLY TO MASONRY 47:4' GAL-V. 'L'-TYPE PLASHING SET IN ROOFING CEMENT FIOEI4LASS 8141NGLE6 WANDER-AYMENT AS PER POOR 2X6 SYP 1'T LEDGER W/ 2X 6 P PT LIED S68JJ. ROOF 6HEAT-14M THIC104ESD ROD & AS PER SHEET SNL SlculQEo PER O.C. 4 WTHN 6' OF EACH FASTENER SCHEDULE Im MAX. SET IN SIMPS01 SIMPSON LOU-76�� HIGH EXPDXY 2ND FN. FLR (FER FLEW .� 6' MIN ENDED. EMIK . 2.6 " RAFTERS OR PRE-ENG'D TRJSS— ROOF SLOPE PER --- I ELEVATION NML r/16' OS ' SWATHNG 2X6 SYP PT LEDGER W( I/l'xs' THREADED ROD GUSSET TO OE 6EC111QD TO WTNIN b' OF 2X6 MENDERS LLV Sd NAILS EACH END MAX. GET IN !' OG. • PERMIETER t'-4' SIMPSON HIGH STRE"TN SIMPSON LUS-26 W/ (4) Wd'A 2'-0' EXFOXY 6' MIN EMBED. TO LEDGER AND (2) IOd'P CHANNEL FOR 80PPIT TO 2.6 JOIST DETAIL &OVERHANG SCALE: 1/2 . F ENGINEERED WOOD TRUSSES • 24. OL. SUOI"11T SHOP DRAWINGS SEALED DY PROPE66WNAL ENGINEER FOR REVIEW . AND CCI'MENTS PLYWOOD SHEATHING SEE STRUCTURAL (PE2Pb FLR ELEVJ DRG. HGT. R - — - - ROOFING AND RASPING W/ DRIPS `—TRSS {TRAPb AND ANGIOM EDGE PER MNFR WARRANTEE M STwICTURAL REOUIPIS ENTS WRAP FASCIA WITH BREAK METAL WTOn OEM bQ,2.6 WOOD FASCIA SEE STRUCTURAL FOR FASTENEW AN VENTED SOFFIT PER ATTIC CALC'S lM I IR' THICK 2 COAT C IMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FLR WNDOIS PER PLAN RAKE SOFFIT DETAIL B SCALE:I/2 . I'-0' 1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6076 FAX: 407-7744078 wwwAbdealgngroup.com AA M: 0003325 0 Il q 0 BU13DM & LOT ABBOTT PARK LOT# 1 BLK# 11 PROJECT# 04181.000-11112 MODEL 4EHB "2605—HAYDEN" GARAGE 911111INO: LEFT PAGE: FRONT & REAR ELEVATION "H" 60 MPH E 202111, /1 SCALE: 1/4-=1'-0" SHEET A3H IF 6 OFF RIDGE VENT 9 TYP. 3 IT'-4' 2ND FLR 2ND FLR - BRG. HGT. 1,-�. -_-_-_ -OBF3a. HGT.II'-4' II I.-0. V-4 3/4' 2ND FLR , FLR FIN. ------�T II II I ____^ --_-----_----------------4---- 12 FLR 'FIN. 8'-0' GLG. "^_^_-----_---_—_—_^-------^------- FLR B'-m' HGT. ---- EN.-".f— • TRYIB 2'•0' el II I I ITyp. 0'-0' FIN. FLR. I I 0'-0' FIN. FLR LEFT ELEVATION SCALE, 1/4 I'-0' TEXTURED FINISH FRAME DOWN FOR FYFONN 12 OFF R� T IBKTIIXIT OR S� EGAJIVALENT 0 TTP. I-1'-4' 2ND FLR IT'-4' 2ND FLR BRG.HGT. E, .HGT. P.O. y-0. a 11 3/4' 2ND FLR 9'-4 3/4' 2ND FLR LP FIN. FLR/BRG. HGT.�-^-^ ^- ------___^_-_--___-_--_--^---^- _n____^___--I FIN FLRIBRG. 8'-0' BI HGTio S CLG. HGT. o ENTRY 08'-0' 0'-0' FIN. FLR ,gym'-0' FIN. FLR pp RIGHT ELEVATION SCALE: 114 . I'-0' TEXTURED FINISH .1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA A: 0003325 O W O BUSDIV. do LOT: ABBOTT PARK LOT# 1 BLK 11 PROJECT* 04181.000 —11112 MODEL: 4EHB "2605-HAYDEN" GARAGE BM/ING: LEFT PAGE: RIGHT & LEFT ELEVATION "H" 60 MPH E . M ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e I25V OUTLET 20 AMP SMOLT POLE IIOV OUTLET IWV OUTLET � 0S OTLat w1Eo ro earcN OR IV V CUTLET D YN41lo PA L NTlf%l-n R (TAMPER RESISTANT TYPE) 220V OURET (4) WIRE CONEOTION � liPl DT. WAT/IPROOF CUTLR GROUND FAULT piEtRUREIt BUpTCW SWITCH 3-WAY OPER 64 BUTCH 4-WAY OPER WALLMOUNTED LIONT CEILNG LIGHT © LED CLG LIGHT LED VAPOR! ©VIp PROOF LIGHT O VP VAPOR PICOT• LOUT Owitca SED CAN VENT. FAH I CM PR Ufi A. vNr. FAN YLL IFiMr I OM Pot era rr. V KKRM 16POCS Too by OM T 2.1aaL IS URAP ® rREclREeew ARO MD j.T MNu AROUND(eLRltl4ACE )=c 2' Fu1CIESCENT 4' PLUOINSMCWT b d bO d WTRACK LWHT PANEL. Nib METER O S,D, anamm DITECTOt Burr. YIC.HSBOYI� 1+-I L�J I04LL MOIMEo aim DETECTOR MTr. sAec-uP ECG CARBON MONOXID6NUR-CQMIGTED SMOM � ® S/CO COMB �� SNALL M A DISTANCE OF NOT LEW THM 4' FROM 414LL PENDANT LIGHT Ltd NATURAL OAS OUTLET ► TELEPHONE JACK IW "TER NEATEt re�� =�Ae=Q DRec aaNecT AIR —I DISCONNECT` W AW ON ' BU I QN TI LIVISION JACK CE NG SOX TO m UUPPOIt1ED M O J-DOX ACCORDANCE UM SOX PL&JUM AS SUCH FOR OILING BOX TO OF SU PORTED N C.L. FAIISW gOCOIpANCE UV EOX Maw® AS GJCW FOR pJ7II4 24• NCNNDEeCNT LOUT ETtEI• X'I TRIPIItr ffnn A�nnnn N' NGNN®ERCR/T LIOHT STW PLOCO LIGHT we OPT. dg=AETY NerPAo • PAL PION -BUTTON FOR CHIf'ES Um FORT • LOCATICN OF TV JACKS 4 PHONE OUTLETS A PANE TO Of VERIFIED • HIOl1EOUkM PRE -CONSTRUCTION MEETING, • ALL 0 4 20 AMP ISMANCH CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF MOR TTN EDTIaN r2rs2e) A NFC glen Zen aDrtION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DIMMU4SNER DISC 2#00T TO EE LOCKMT N PANEL • SATIMRDOM EX4WUST PAN TO NAVE MN CAPACITY OF E0 CRI INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MSOLI PBCR,TN lDmON r20201 • LAUNDRY ROOM RE:EPTACLP SHALL BE GRIXND FAULT C 11 CWT-NIEREUPIER PROTECTION FOR PERSONNEL ON IEECeM • UARINO METHOD SMALL BE NON METALLIC CABLE PER ELECTRICAL. PRDVIel" OF FBCR ,TH ®r2e2e1 ALL WOW TO COMPLY UJITM eLecTRRCAL •1WISIOO OF THE FBCR ,TH ED (=2L • ALL LAMP! MALL SE a[I.ECTED eY BUILDER AND lei eP LIeLATNG MLN,T tSE QEAGY 9 TYPE Pyle rldl rREO1DORIAL ff FllG IHRiY tLNMEI[JeRum"I EFFICIENCY) 202e_ ,th EDITION M404J METER FIELD VERIFY LOC. IRRIGATION OUTLET e 48' AFF. PA110 O �I 1PREAVIRED I CLO PAN I ROOM ROOM FIRE -WILD — — ` CLG FAN BDRM, N2 I GFI TO 2ND FL.\ I II \ ` S SWITCH SWITCH I CABINET I K01 no BASH N2 �° \ OUTLET I I I `FOR DWI 3 L - - i GFI / PAN. BOLLARD AS REa PER BLDG. CODE COACH LIGHT *Z. GFI • 44' t I 1 � �IREF T I i M 7 KEYLESS FIXTURE ll GFI @9 GARAGE DOOR PREWIRE GARAGE j) I \ FOYER i FM F'RE-WIRED CLG FAN ;I Wp t PB. FOR CHIMES '� PORCH - FIRST FLOOR ELECTRICAL PLAN SCALE. 1/4' • I'-C' I I I La4I I LED LIGHTING C� SINGLE LAV. BATH 4 ORENT MICRO WP Panel MAIN -A PANEL: SMS%pert breaker VOLTAGE: 120/24OV-1Ph MAIN: 150 Amp M.C.B FEEDER: 341 Cu THWN 81-#S Cu (G) in 1 1l2' C. OR 3-#2A AL THAN 61- #B Cu (G) In 1 12" C. VAn Fds e1p a wana OroW cMut welt Debt - a1P Fee YAM W2 1 20 Eldena Ode OR bTW 'Zo 1 2 e12 1 2 1 20 k Noon Panp I loop 3 / SPaee 5 e 8210 A/C C.U. tl 2 M8 $px° 7 a PANEL -A PANEL: 42 cR breaker VOLTAGE: 1201240 V-1 Ph MAW: 150 Arrp M.L.O. FEEDER. 3-#1 Cu THWN&1-06 Cu(G)In 11/2"C. OR 3-#2A AL THWN 81-#8 Cu(G) in 112"C. wnr Pde ft b cutun cIMjf waft w� Dm&4 don er P.I.Pds VanW Van e12 1 20 SnW teiv Wo 1 2 20MI Ibpe w 2 ea 012 1 M Kit—/ Hood GA law 3 4 012 1 2D Small Appliance 15oo 5 4500 Water H4etP 25 2 010 #12 1 20 RaN 150o 7 a $12 1 2D DN Rac edx AFCI 15M 9 10 1200 DwW OR m 1 $12 412 1 2D aelh GFI R x 12M ll 12 ism OshnwehM OR 20 1 e12 014 1 18 r/HO AFCI am 13 14 mm Owen 30 2 ells #14 1 15 W Rm, Ii1M, Kadan, Din. Us AFO 900 15 19 17 to 1900 W4Mer m1 MO in2 014 1 15 SD a OW AFCI 900 Is 20 1000 Door GFI 20 1 012 21 n 12D0 1M rUeB WxAFO 2D 1 02 014 1 iS Betlrmn V 1 Bel— MQ APO 800 23 24 eadavn MIA CI 1. 1 04 #14 1 15 BeMocm MDAFO am 25 am Seth Al AFCI 15 1 M4 e14 1 15 94boemx/ Aditf Ld— 900 21 2a 12M Old N°atYEalD2ntl LLN/Lrn AA 20 1 (R2 e12 1 2p .3-Cr D— GFI 1000 29 30 low mmdnde aN 20 1 MI2 ° 31 32 xe 33 9• S 35 #a 2 35 M.U.3e MCA IIISYaS KVA t 859G) 5625 3B 41 40 xa 42 Space Idd a ed to demand aorta ealcub0ona / Ilne l7(fOD T7800 Load N ad to dem•hd fader oWcUaUme I line Demand Factor Calculations ABBREVIATIONS: APO: ARC FAULT CROUITFIM RUPIER NC: r1gNCON(.IOEIlr LOAD OR: GROUND FAULT NTERRUPIER Tdal1°Wsbjl todependeda 45500 Fxt 10000v d10PA lam RmnN xdh et 40% 14200 TdM NC Ixd 117M LOAD CALCULATION IS BASED ON MC NONCORICIDENT LOAD TOW Connected Load M is 35965 Tdd txdte / 240 N dt*"so General Lighting LReca tacla Lead Tdf A)C FM 2605 _ Genwelusa R-3W/ .Ft. 7815 Ia41de 3 at 85V Mat 100% 195 Gena•1 8010 Clda# Totalvsds GeKal ue a Rx Fanel A 11 728 8010 PROVIDE 3RAD CU, THLN • IRS CU IN 2' CONDUIT OR 3 •4/0 AL, THIN 4 1% CU IN 2.CONDUIT OR 2/0 AL. SLPR (CONDUIT TO TEWINATE ABOVE SOFFIT • OVERHANG) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBMATICN SERVICE BO Al I DISCONEECT AND O0 VOLT OENER/4L NOTES( M ELECTRIC METERTER IN M I F-A O A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL tPH'lOW NIVU 3R 04CL06LM IT14 ELECTRICALYISI ll=POW1TH LOTHE PANEL EDCQMPLY COOPERS, ALL CAL COMPANY RECUIRETENTS. DOARP p D. ALL CONDUCTORS SHALL BE TYPE THNNANBUN UNLESS NOTED OTHERWISE. TELM440 CSERACE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EO)IRINT EOUPMNT P'OUER COMPANY iIRAfJBPER INTERSYSTEM BCNDMG TERMINAL AT LOW GRADE r vrxTAGE CONECTIONS PROVIDE 150 AMP, 1204240 VOLT, 1 PHASE SECONDARY--- 1 V CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 N COPPER (CU) N CONCRETE ENCASED HOOTER STEEL PER 1-14" DIA SCFEDW-E SO PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE VTR 4/O ALU'NLM (AL) IN 2" DIA SCHEDULE 00 PVC EDITION r702e)- CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. C 0PONATE UITH THE ELECTRIC rl.- DIA X S PT LCN2 COPPER CLAD CWOUD ROD COMPANY PRIOR TO DID. Rm 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 '\ 14 a Bas 3 StMDIV. Ae LOT: ABBOTT PARK LOT## 1 BLK# 11 PROJECT# 04181,000-11112 HODELT 4EHB 112605-HAYDENII GARAGE a�rING: LEFT P"hRST FLOOR ELECTRICAL PLAN 60 MPH EXP. 21 PRmT 04/16/21 DATE., 9CALE: 1/4"=1'— 0" ✓SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e DSV OUTLET 20 AMP MAU POLE � UOY OUTLET IIOV OUTLET h OF OUTLET YU® To VaTCH 4) ml -�j IiOV OUTLET MWPeD YUEIEC P.YL NTWANT TY IK) IIESSTANT TYP[J M@ 22OV OUTLET a I) MM CONEGTION OTLOUET NRaRwPiErT OUTC 4 SWTC 4 S-WAY OPER. SSTCN 4-WAY OPIM ^�4 ' aw MOWTED ' V LOW CEILING LIGHT © LED CL6 L*WT ©vp LED VAPOR PROM LOW O yp VAPOR PROOF LOW OQ Rerzam CAN ~- PAN I DIM PER sa Pr. uma PAN I c>rr1 PER a. rr. 'A. FIXnAR (S4CY fl2D SY WLOM T 2-mLs IURAP ® (RECED) AIIIouND 7-SLLD WllM • L (>A71� CE tNiJ �o 7' R.UOIYSCQ/ff :---v—a—e-� C W TRACK LIONT I� PANEL Nib METER O9D. 0100 oETECTOl11 ILm rs� w WALL MOW1tD SAILA&G&W I I W4" DVWTOR IyLkIA�LOi ® 6,W CN®al M04MdOL KimDEflOTOlt CO"°° Nino=D SHALL N A DSTANCE OF NOT Le" TNw 4' PEDANT LOW NATURAL GAS OUTLET TI° AMAONR JACK WN p � � iftiliftAGRa To M O&AT •O A%! coromoNm DISC:OMEOT ' SEE " ON 0 TIILEVIION JACK OR IJOR O J-OOX ro UI SUP ORTED N DANQ IW IF MA)IQD As aueN POI! MAMC IIGN IL SOX TO N IUPPOR7E0 N CEILWO FANLIOI(T ACCORDANCE W) BOX MAIN= A& SUCH MR �IIOa 24• INCANPUGOINT LOW &TRIP !!neon W NCA)oe/4NT LIONT STRIP nnnnnnnn 40' NCANDEeCOJT LIGHT STRIP 1LOOD LIGHT OPT. ORMATY KEYPAD FE nose cHrm idle PDI!'f • LOCATION OF TV JACK& N P'NONE OUTLETS 4 PANE TO GE VEPtP= . NOMROIUER PRE-O"TRUCTION MEET&IG • ALL s M AMP sRANCN CNIIOUITS TO sE AIIIC PART PwOTecitD PER ELECTRICAL PRDVINONB OF � TTN eorclON r2d)m) N NEe aIo)a eon mmON. • 20 AMP aLAUNDRY DICATED LAUNDVNICUIT. • M. IS -A D rNOT ON KPTC42N CIRCUIT) • M - "m DISCONNECT TO sE LOOKOUT N PANEL • SATWPIOC 1 E2WAUMT FAN TO 14AVE MN CAPACITY OF EO OM INTERMITTENT PER ELECTRICAL PROVISIONS OF NOTION MIOTJI Fwr = TTN mITUON (2 X • LAUNDRY ROOM RECePTACLE &MALL I'M GROUND FAULT CIRCUIT-1KrEM/RER PROTECTION FOR PER80 ON W & • WRINS TALL 91 NON METALLIC CAKA PER ELECTRICAL PROVISIONS OF IMCe MN m (2=02 • ALL WORK TO COMPLY MTN ELECTRICAL PROVISIONS OF THE Terse 9TN m (2c m) • ALL IMPS NNALL HE E®.[Gtm er IUILeee Ann 1i OF LIOYTINO MMf SR elROY ORGNT TTR PER "PICIIONCY) 2d/0_ ! minaN R4mII 1� L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J SECOND FLOOR ELECTRICAL PLAN 51—ALE: 1/4' • I'-V' LED LIGHTING @ DOUBLE LAV. BATH 113 I II \I I I I I •L - I I I I a I I I I LED LIGHTING ® DOUBLE LAV. DAT14 •1 N?R 2 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA #: 0003325 q Q k N 0 BBBOTT T• PARK LOT# 1 BLK# 11 PROJECT# 04181.000-11112 moazu 4EHB "2605-HAYDEN" GARAGE BVFMG: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH L------------------------J SECOND FLOOR PLUMBING PLAN SCALE: 1/4 . I'-m' FIRST FLOOR PLUMBING PLAN Or —ALE: V4 . I'-0' LAV MAIN PLUMBING RISER ME d N. RONALD REAGAN Bt LONGWOOD,FL32760 PH: 407-774807E FAX 407-774407E www.abdeslgngroup.com AA#: 0003325 q � ro qN C s R a etMDIN k LOT ABBOTT PARK LOT# 1 BLK# 11 PROJECT# 04181.000-11112 MODEL 4EHB "2605— HAYDEN" GARAGE 8WING: LEFT PAGE: PLUMBING PLANS 60 MPH EXP. 7O L1 pRnqT mm"" DATE, 04/16/21 SCALE: 1/4"=1'-0" SFIEET P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICNG, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON-CONDIT(ONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC'tTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN GLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5, ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER F15C ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC IT14 EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. B. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC NTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRI AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS O O EXTERIOR WALL T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE SECE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCONS 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 •SXI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD INANAPROVEDRAM,PER FBCR NTH EDITION (2020)) NOTE= MAIN CCND. DRAIN 3/4' DIA. MECHANICAL BLDG. CODE SECTION 3012A OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL ///-'' FIN. FLOOR BRONZE FL. PL. / OR WALL / COUNTERSUNK CA. PLUG /XI, -- SEE SPEC. BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS ///--- REQUIRED INSIDE / SERIES NICKEL DRAW TOP CAULK / P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN) FIN. GRADE OR PAVING I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPN) E3 ---------� I I �G I I FROM OM FI BEDROOM #2 '°BovE� III I I/ 12X8-----------------�I - ---- 14X6 12X12 II I I z. , PASS BATH #2 THRU II 'r�----I I-------------------� s C II . X +' x`•. KITCHEN I I I I I I I I WH o Am 1�iGl i� S. S/A FROM I ABOVE I �� \ \�� FIRST FLOOR MECHANICAL PLAN SCALE. 1/4 • I'-0' OR 1 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 n SVSDIV. So LOT. ABBOTT PARK LOT## 1 BLK 11 PROJECT# 04181.000-11112 MODEL: 4EHB "2605- HAYDEN" GARAGE 8WING: LEFT PAOE: FIRST FLOOR MECHANICAL PLAN 60 WH EXP. 2021 DA T'. 04/18/21 8CALE: 1/4"=1'-0" SHEET M1 S441 N. RONALD REAGAN SLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407.774-4078 wwwabdesigngroup.com AA M: 0003325 k Q G 99 C W�U BBT Be AO PARK LOT 1 BLK 11 PROJECT#y ' 04181.000-11112 MODEL 4EHB "2605— HAYDEN" GARAGE BWrNG: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH E L------------------- -J SECOND FLOOR MECHANICAL PLAN KE. U4 • P-V 2X4 TOP PLATE PER F P- PRE -PAS TRJ88 c MAR e•AD V!' 7MIG(7 COAT IR' CLG. BOARD /"�' 2.n�ASTa �� Otw�cnwa. ►at DNeCTl7 TO Re11'OIeCR'L9lT NOTE: STUDS IN nAeoNh, ATTAG O TO F 6 F.T. W1 CSI.L AS Ft PARTITIONS SUPPORTING APPIROVAL P94 vt• DRYWALL WALL HUNG PLUMBING erux WOGUL KAW+T G FIXTURES AND WALL MATHIN GTWP LONGWOOD, FL327GAN BLVD. s Dla eLBI tie. CABINETS SHALL BE NOT DO NOT CUT LK DN6 "L' PH: 407-774 8078 h Fw GLeG.• �, aw Lra AF=WV MY LESS THAN 2x4, WHERE Dose?~) FAX: 407-7744078 SPACED NOT MORE ti GYP. WL. as r GM= TO SECURE D7. 2X4 WOOD BCWD BEAM NOT CUT TRACK 016GCxlTO AAA N: 01On03325 eom PLATE To BLAB STUDS •24. THAN 16' O.G. OR, NOT eoL1Ofly GROUT TFR BOND eoao BAr W= JAMB Fete a..4Lv. OTele. IIV 7 BEAM FIe0011C.T OVl01eAD DOOR W/ 10d MASONRY OZ. LESS THAN 2x6, WHERE NAIL • 32 Or— SPACED NOT MORE MAX THAN 24' O.G. rs/ coulroE _REDAM APPROVAL R10. YWIC L TRACK FAIT M TO Roar TRAM BRA=TO BY oTNERe W / r"MICT GLAD AFF RWAL RNA ®-®• A PIPE THROUGH BOND REAM FM. FLR OCALC, D/4'A'-O• 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS SCALE:11/2'G1'-0' \lQv MTYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'GI'-m' FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING 2X4 SPF 24' O.C. MAX. SECURE W/ f2)12d NAILS • EA END 2x BLOCKING. BETWEEN TRUSSES FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER MOR 905.I ROOF SHEATHING TWEET SNI a c c AS PER FBCR 110S.1.1. THICKNESS AS PER PER STRUCTURAL DETAILS SECURED PER FIBERGLASS SHINGLES FASTENER SCHEDULE WITH R P5CR UNDERLAYMENT ROOF SHEATHING SWEETFASTENER SCHEDULE AS PER ESC905.1.1. THICKNESS AS PER ROOF SHEATHING SHEET SNI. THICKNESS AS PER SECURED PER STIFFSACK AT ALL UPRIGHTS SHEET SNI. SECURED 5/8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR IA' HIGH g• 9' SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX PRE -ENGS WD. TRUSS AX 2x FASCIA PER fA BOARD REFERENCE ELEVATIONS O ELEVATIONS PER ELEVATIONSTRUCTURAL VENTED SOFFIT PER ELEVATION / VENTED SOFFIT ul SEE ENERGY CODE FORMS WALL SHEATHING CONT. 2x RAT RUN SECURED PER / O PIPE-ENG TTQISS INSULATION R-VALUES PRE" TRAMTHICKNESS AS PER -// WALL SHEATHING STRUCTURAL DETAILS REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR w MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNI. SECURE PER INSULATION R-VALUES THICKNESS AS PER 0. PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER 2x FASCIA PER TYP. 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE R ELEVATIONS O,H. ELEVATIONS 5/S' GYPSUM BOARD OR 1/2' ON SHEET SNI. PRE-ENG. LADLE TRJSS VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WINDOW ATTACHMENT WEEP SCREED AS SPECIFICATIONS STRUCTURAL SP.T. T TRUCTURAL DETAILS PER 2x PT SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS PERENCE Ix2 P.T. PURRING STRUCTURAL STRIPS • 24, O.C. 1/2' THICK, 2 COAT PORTLANDSTRI Ix2 P.T. RJRRINCs S° CMU CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRYCEMENT 1/2' THICK, 2 COAT GYP•WL,,BD, . cm CEMENT PLASTER APPLIED 1/2• GYP. M. BD. PORTLAND WOOD RASE DIRECTLY TO MASONRY WOOD BASE AS PPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR/L �— — . — �, 0'-0' FIN. FLR 0'-0' PIN. PLR — �, 0'-C' FIN. FLR a B cm < . a d ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBGR L ACCORDANCE WITH FBCR 2020 1.13 1TH EDITION, SECTION R30.13 4 1TH EDITION, SECTION R301.13 AND 160S.5.1. AND 16095.1. . W/ WINDOW OPENING n TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION N B NO OPENING NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE s A�Bat -T. PARK LOT# 1 BLK# 11 Plto"=T* 04181.000 —11112 MODEL.• 4EHB "2605— HAYDEN" GARAGE SWiNO: LEFT PAGE: DETAILS 60 MPH E 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF �6�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE. 3/4'•I'-V'--ERLAYMENT IN ACCORDANCE SCALE, 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE ` D1 WITH FBCR 505.1.1.1 OF THE FEsCR D1 WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 14 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM 04869 TYPE III �0� OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. AR NO PRINT 04/16/21 SCALE: 1/4"=1'-0" SHEET D1 lop FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9m5.1.1. AS PER POOR Bm5.1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED 1441 N. RONALD7:FL32750 PER FASTENER PER FASTENER LONGWOOD, SCHEDULE SCHEDULE PH: 407-7 FAX: 407-7PRE-ENG WD. ER PRE-ENG WD. T ER www.abdosig24' O.G. MAX. LEVATION 24' O.C. MAX. L NATION METAL DRIP EDGE AAM:00 METAL DRIP EDGE GATT INSULATION BATT INSULATION 2x FASCIA PER ROPER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED O.N. I I, 5/8' GYPSUM BOARD ELEVATIONS oyH 5/8• GYPSUM BOARD SOFFIT TYp. OR 1/2' HIGH STRENGTH TYp. OR 1/2' NIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.I INS1L. REFERENCE STRUCTURAL -4J INBUL. ni m J W W. � W WNDOW ATTACHMENT m AS PER MANUFACTURES SPECIFICATIONS a STRUCTURAL 3/4' T 4 G SUBFLOOR 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING PORTLAND CEMENT THICK, 2 COAT R PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP E w w m GLUED AND NAILED AS PER NAILING 1/2' THICK, 2 COAT SCHEDULE PP48L1ER 4PPLEC DIRECTLY TO MASONRY R LEVATION IX2 FIRE -STOP d) W. m m SCHEDULE R IfELEvATION W x SEE STRUCTURAL SEE STRUCTURAL ss R LEVATIONFWLEVATIGN R 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD IX2 FIRE -STOP ER IfELEVATION IX2 FIRE -STOP II R-4.1INSUL. R-4.I INSUL. a I W J W. W URNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL 1/2' THICK, 2 COAT I/t' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. PURRING PORTLAND CEMENT Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.G. PLASTER APPLIED DIRECTLY TO STRIPS • 24' O.C. MASONRY B' CMU MASONRY e, C� 1/2' GYP. WL. W. 1/2' GYP. WL. BD. avHDIV. Is HAT ABBOTT PARK LOT# 1 BLK# 11 PnoimcT# 04181.000-11112 MODZ . 4EHB "2605-HAYDEN" GARAGE OWWO: LEFT PAGE: DETAILS 60 MPH E WOOD BASE IX2 FIRE -STOP WOOD BASE IX2 FIRE -STOP a .. 6Q a n. E 4. 4: 907 n W/ WINDOW OPENING n WITHOUT WINDOW OPENING DATE, 04/16/21 2—STORY FIRST FLOOR BLOCK aCAIM 1/4"=1'-0" SECOND FLOOR BLOCK BaT�\J SCALE: 3/4*-1'-0' JJ 2 iGL°S. 2X6 P.T. • CENTER OP DOOR HEADER SECURED W/ (I) IR• X 8• J-BOLT IW 4' MM, EMBEDMENT W/ 2' X 2' X Vb' WASHER 4 NUT OR W/ (2) IA' X 6' ANC44OR BOLTS X V8' WASHER 4 NUT CURE 2x m TO BLK W/ [9 V4• TAPCONS 1 1/2' EMBED, 8' O.C, 4' END DIST, I IR• EDGE DIET. IE 61006, d 2X6 5ARA6E DOOR BUCK SECURED W/ (111/2' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, WV 2' X 2' X 4, WASHER 4 NIT(. (1) WITHIN 8' OP TOP, (1) WITHIN 8' OF THE BTM, 0 (S) EVENLY SPACED. m O IE MOTES, ALL ANCHORS 814ALL BE IN ACCORDANCE TO M~ACTWIER'6 INSTALLATION INSTRUCTIONS WHERE ALIGN NATRIlGT10Ja AM Me@E 9TRRY.ENT GARAGE DOOR BUCK ATTACHMENT IC.416 VI'•I'O 8• cm In' DRYWALL Ix4 P.T. OR S/4744' MM. SECURE THRU FRAME 4 EXTEND 1-1/4' INTO P.T. NAILER BLOCK W/ 3116' TAPCON6 042M CAGING (MIN. SHANK SIZE 10 MIN HEAD SIZE 300 MIN. EMBEDMENT 1-1,14' WITHIN S' OF EACH END DOOR JAMB OR WINDOW 4 18' OC. MAX 6PACMG ATTACH TO TX PER MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3/4" OR +5/4" BLOCK +3/4" OR +5/4" n 1PLNDOIf TO 2X4, ED SECURE TO BLOCK W/ 3A6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 VW) WITHIN S' OF EACH END 4 W OC. MAX 6PACING 2X6, SECURE TO BLOCK WY 2) 3/16' TAPCON5 (MIN. SHANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 11/4.1 8' CMAI WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. IFJ' DRYWALL 2X8, ® 1'X4' SECURE TO BOCK P.T. NAILER W92) BAW TAP'CON6 DOOR CAGING (MIN. SHANK 61ZE .145 MIN. HEAD 61ZE 300 MIN. EMBEDMENT I V4'1 WITHIN S' OF EACH END 4 I6. O.C. MAX 6PACM DOOR JAMB OR WINDOW ATTACH TO 2X PER MAHUPACTU@E6 DETAILS. HATE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" r1LRNDOR TO BLACK +1 1/2" kz.,— 4R 2X4, BE SECURE TO BLOCK W/ 3A6' TAFCONS (MIN. SHAW SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I I/4') WITHIN 8' OF EACH END 4 W OC. MAX SPACING 2X6, = SECURE TO BLOCK WN2) 346' TAPGONS (MI{ 814AW SIZE J45 MIN. HEAD SIZE 300 MN. EMBEDMENT 1 1/47 WITHIN &' OF EACH END 6• cm 4 W O.C. MAX SPACING. IR' DRYWALL 2X& ® FT SECURE TO BLOCK I'X4' WN2) 3/16' TAPCONS P.T, NAILER (MIN. SWANK SIZE J45 1AW OUSD. X 4' MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') DOOR CASING WITHIN 6. OF EACH END 4 M' OC. MAX SPACING.��uk DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" C LR DO TO C +1 5 18" 2X4, SECURE TO BLOCK W/ 3AW TAPCONS (MIN. SHANK SIZE J48 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 1/4.1 WITHIN 8' OF EACH END 4 18' O.C. MAX 6PACMG NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 GECURED SECURE TO BLOCK THROWN NON-STRUCTURAL. W92) SAW TAPCON6 3116' TAPCON MIN. 1-1/4' (MIL SHANK SIZE J44 EMBEDMENT INTO BLOCK MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END S' CM! 4 18' O.C. MAX SPACING IR' DRYWALL 2X& 1=1 SECURE TO BLOCK I'X4' WH2) 3/I6' TAPCONS P.T. NAILER (MIN. SHANK SIZE J46 DOOR CASING MIN. HEAD 612E 300 MIN. EMBEDMENT I V49 WITHIN 8. OF EACH END 4 S'Or— MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +2 1/4" `�DOK TO BLACK +2 1/4" 2X4, QV SECURE TO BLOCK QSAb' TAPCONS (MIN. SHANK SIZE J45 MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN ►• OF EACH END 4 IV OC, MAX SPACING. 2X4, 010 SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 W O.C. MAX SPACING. 2X6, ® 2X6, 120 SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/W' TAPGON6 WW2) 1/4' TAPCONS (MIN. (MIN. SMAK SIZE .145 SHANK SIZE .146 MIN. MIN. LEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT I V49 EMBEDMENT 1 V41) UUTHIN 8' OR EACH END 8' cm WITHIN 8' OF EACH END Is, D.C. MAX SPACING. 4 is, O.C. MAX SPACING. ®, cm4 7X& ® I/Z' DRYWALL ZX& 1/2' DRYWALL SECURE TO BLOCK I'X4' SECURE TO BLOCK 1'X4• W92) 3AW TAFr." P.T. NAILER WN2) V4' TAPO" P.T. NAILER (MIL SHANK 812E 146 DOOR CAST . (MIN. SHANK SIZE 145 MIN. HEAD 812E 300 MIN. 4EAD SIZE 300 1/I6' OAIL X 4' MINN. MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT I V49 WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR CASING 1 Ib' OC. MAX 4 16' O.C. MAX &"� DOOR JAMB OR WINDOW SPACING. ppDR JAMS OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. MOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" nE1N11(iT 10 T4Tnrit +� NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/16" v 1►INDO/f TO BIAC1 +3 7/15" 2X4, ® 2X4, 0111 SECURE TO BOCK W/ SECURE TO BLOCK WV 3/16• TAPC4" (MIN. VW TAPCONS (MIN. SHANK SIZE .Wb MIN. SHANK SIZE J45 MIN. HEAD 612E 300 HEAD 612E 300 MIN. EMBEDMENT 1 1/49 MN. EMBEDMENT I V4') WITHIN 8' OF EACH WITHIN 6' OF EACH END 4 16' O.C. MAX END 4 18' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE SPACING NOTE, STRUCTURAL 2X MUST 15E 2X6, ® ON OUTSIDE 4 SECURED 2Xm cm ON OUTSIDE 4 SECURED SECURE TO BLOCK UGH THRONON-STRUCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCONS 3/ib' TAPCON MIN. I-1/{' W92) 1/4' TAF'CONB (MIN. 3M' TAPCON MIN. 1-1/4'(MIN. 6HANK SIZE .148 EMOEOM 04T INTO BLOCK SHANK SIZE J45 MIN. EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" HEAD 61ZE 300 MIN. MIN. EMSEOMMENT I V4.1 8' C2-XJ EMBEDMENT I VAC WITHIN 6' OF EACH END WITWIN V OFF E 4 END 8' cm 4 W Or —MAX SPACING V2' DRYWALL 4 w O.C. MAX SPACING. IR' DRYWALL 2X6, ® SECURE TO BLOCK MAW P.T. NAILER 2X& ® SECURE TO BLOCK ❑ P.T. NAILER WK2)3/I6' TAPCONIB DOOR CA8MG W/(2) 114' TAPOONS MIN. 6HANK size .H6 MIN. SHANK SIZE .H6 I' P.T. X 4• MM. MIK HEAD 612E 300 MI'1. HEAD 612E 300 MI. EMBEDMENT 1 1/49 2ND 2)C SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') DOOR CAGING WITWN 8' OF EACH END MEMBER WK2)MJd WITHIN 6' WITHIN 8' OF EACH END 4 N' O.C. MAX OP EACH END 4 6' TO 8' O.C. MAX 4 18' O.C. MAX SPACING SPACING DOOR JAPES OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAIL& MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +3 3/4" n w m BmrK +s", uWl OIL TO BLACK +3 3/4' -11 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.andesigngroup.com AA;.. 0003325 9 R SVSDLV. to LOT: ABBOTT PARK LOT # 1 BLK 11 PROJMCT44 04181.000-11112 MODEL' 4EHB "2605- HAYDEN" GARAGE DWING: LEFT PAGE: DETAILS tQ160 MPH EXP go D TE 04/16/21 SCALE: 1/4"=1'-0" SHEET D3j 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 1147361 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1147&10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 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 STRUCT. CDMP. WOOD CONNECTORS ZD20 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1ZI31/2021 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/32/2021 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 STRUT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON SMUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1149S.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2Z/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1053LZD SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2D23 7473.2 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16S03.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.20 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 202Q FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 1S353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 27869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDC, PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY SLOG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 2395S.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/3112021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 1Z/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 1Z/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 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/ZD23 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020FBCR 5/21/2022' THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY 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: 03/11/2021 ,1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-77443078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 a y� s vr eSr G � a $ A13BOT'r' PARK LOT# 1 BLK# 11 PIROJECT# 04181.000-11112 MODEI A 4EHB "2605- HAYDEN" GAJL2AGE SVWCI: LEFT PAGE: PRODUCT APPROVAL LISTING 60 MPH EXP. 1141"i ' p TE 04/16/21 scALm. 1/4"=1'-0" SHEET D4 PREFORMED CONTROL JOINTT PLAWME OF CORROL JOINTS Td BE 0I1100 TIED TO LATH . S- O.O. MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES W W LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATICN —� PAST04PO TO BE SPACED-7 . '1' O.C. MAX VERTICALLY / i •` \ R3 COAT CEMENT M.ASTEUAR3 LAYER 9, POW PIBER BUILDING PAPER APPROVED METAL LATH FASTED .T' (YERTJ Or— MAX AT SUPPORTS URA LAYER R, STUCCO ~ 0000 OHEATHMG I� LATH SHALL BE CONTINlOA6 THROUGH JOINTS BUT BE 6roPP'ED AA TIED AT EACH 61DE. P11110VI0E 2X4 DLOCKMG PER ASTM CI063 RACED FLAT MAX. 6' TO 6' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON L FASTENERS POR LATH TO BE NAILS Olt— STRUCTURAL STUD STARES IN COMPLIANCE UV ASTM CIS163 r 2. USE TIES TO BE (NO. 10) OID410' WIRE 3, 9LOCKING 6NOUN MAY BE INADDITIONN \ TO WALL STUDS REQUIRED PER RAN All' III WM��III O1 rrMrr TYPE CONTROL JOINT OLrowauAlo.Pr.A OL— 4.IeR7 - Pr. A I CIIAN-FT. a I OWA"R - Pr.6 Ol P0.D NMIR7 . R. A I CREAN - Pr. a r-oLD w ® ]FOLD dNBINO . PT. A I OIfAN - R. a 1 !#AN . PT. C A POLD Pr. C owe 17. a TILL PI. C TOLOM sorro FLANK eorron 'T'N0E "Tilde TRAM NAL.. FOLD. UR bm arc. CK 3 COAT CEMENT ITER ORAM14 0- 2 COAT R PLAmR New LAYER 4, PORTPIBER 2IN4 PAPER mem cw w to= NOTE. APPROVED BUILDING WRAP 6HALL BE LAPPED A MWI UM OF 6' . VERTICAL LAPS (ROLL ENDS) 4 6' . MORI OINTAL LAPS. ALL SEAM NEED TO BE TAPED WTH FORTIBER S]EATHING TAPE / 1' MN LAP . MRTAL LATH \ LATH VERTICAL LAP TO BE 1' INSTALL FASTENERS (CLIP6, STRAPS, STAPLE6)AS REQUIRED TO SECURE PIPE/ WRE TO FRAMNS WRB LAYER 9, STUCCO WRAP LLRD LAYER 4, PMP19M BUILDNG PAPER METAL LATH b'xi' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' MP-ADFERMG MEMBRAJ'E FLASHMG OVER APPROVED HOUSE got - PLAeHING TO 1100040 ONTO PIPE — NOUN PLA04MCr TO EMEND ONTO PIPE METAL LAIN YARD LAYER e4 I J' THICK 3 COAT CEMENTW CONT. BEAD OF SEALANT STUCCO UARAP I RASTER ALL APPROVED AIR METAL LATHOVER INS BARRERNOUSEURAP / ( WRB LAYER -2, POPITIFIBER SFEAIHING WPMLAYER 4, PORTIFIBER / BUILDING PAPER ELASTOMERIC COATING OVER STUCCO/ BUILDING PAPER \ I LAYER % C.Y. PMISH (SEE TYP WALL NOTION) _ — _ TUftI WOOD OHEATHING SECTION PER SECTION Om "o IWI"1 rti r of cement plaeedr pl withOne application Weill comply -NII comply rof requimm-rrta of ASTM C 92&iBb. ST C964 ruTu LA►• OVCg Ine of exrerlor IMiC 1 and fmming �,Q ApER L� ALL LAP L comp NDII comply viN ASTM C 706319a, shell or ASTM 17e7. 17..Y IA®..rTALL warolrr IIN3 AT sOTTQ1 Q ROQ e dw.L NmeR]e1,ow ® KIC KO UT DETAIL OR VERTICAL LATH & PAPER DETAIL WOOD NOTE, 6HEATI SIDE LAPS OF METAL RASTER BASES SHALL BE SECURED TO BUILD] PRAMMG MEI'NNM PAPEF THEY 614ALL BE TIED BETWEEN SUPPORTS UATH 0AP41S-N (121-MM) STUCC'I WRE AT INTERVALS NOT MORE THAN a' f22S-MMx AS PER ASTM CIO63. FOR REPAIR OFTEAM HORIZONTAL LATH IN URA LAYERS, TEARS MAY BE PATOED & PAPER DETAIL WA40UN WRAP TAPE PER MANUF. OPEC, OR PEEL 4 STICK 44r4' SELF-ADHERMG FEMB BANE FLASNMG (COMPATIBLE UV HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OFF SELF-ADNERNG MEMBRANE FLASHING STEP 01 �fN=11T� WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), I/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/ TALL SCREED z 5'X5' 'L' TYPE CONTINUOUS r Z GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT iL I/,- WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. 4- **xW SELF-ADNERING rETTBRAJNE PLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER SELF-ADFERNI i MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLA6MM<f TO EXTEND ONTO PIPE OJT AND OVERLAP ONE 610E OF STEP 'rl FAQ RING MEMBRME PENETRATION DETAIL (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER *I, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO - WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R'103.1.1 / A5TM C-841-14a, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774.8078 FAX: 407-7744078 www.abc[esigngmup.com AA #: 0003328 J 1 Pelee 114 }yay� R E1lulmv. A6 T ABBOTT PARK LOT# 1 BLK# it PROJECT# 04181.000-11112 MODEL' 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. INSTALL b' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIpEtI ) AND BOTTOM FINISH �- FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEey�eNr_m OF FLASHING TO BE, OVER TOP 4 SIDES L BOTTOM, 2. SIDES, 9. TOP i VENT CAP IS TO BE SET IN BED SELF .s WOOD SHEATHING OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE UNIINCa ` WRB LAYER 01, TOOLED 60 AS TO DEFLECT STUCCO WRAP i WATER AWAY FROM JOINTS. 1441 N. RONALD RFAGAN BLVD. ' PREMANUIR DRYER LONGWOOD, FL 327W E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL VENT CAP (SET IN PH:407-774-6078 JOINTS AND INTERSECTIONS CONT. SEALANT) WRE LAYER 02, FORTIFIBER FAX: 407-774-4078 APPLY SEALANT AT PERIMETER of BUILDING PAPER www.abdesigngroup.com BACKER ROD NON -MOVABLE FRAME AND STUCCO AA /i: 0003326 AROIINDS,Ys' CAULKING JOINT SEALANT • TOP SIpEB THICK, 3 COAT CEMENT WOOD SHEATHING I PER SECTION R703.7 PLASTER LAYER M, Ex*lor Whim and plasierMlA 81UCG0 WRAP BACKER ROD I Exterior use of portland cement plaster ;X shall comply with the applicationremen6 B DRYER VENT (BLOCK) Ye' TO Ye' MID -WALL BUILoiN4 PAPER BER requirements of ASTM C 926-18b. WEEP SCREED METAL LATH >t: Installation of exterior lathing and framing WOOD —1W TEXTURED y shall comply with ASTM C 1063-19a, CONSTRUCTION FNISH • WOOD ' or ASTM 1787. FASTEN TO WOOD STRUCTURAL 6' SELF-ADHESIVE WRB LAYER el, i f t MEMBER T• O.C. MAX STUCCO WRAP� `x: FLASHING a' a•u HOODED VENT BUILDING PAPER WOOD FRAMED V TO)V MID -WALL OVER 'QUICK ne ee omen P' THICK LASTERS COAT CEMENT FLASH' f — — — —1 WALL — �— — — METAL LATH _ HORIZONTAL WEEP SCREED _' WRB LAYER n, FORTRISER PIPE TH WRpXsgLL ( FRAME TO FRAM EZ � S• WIDE STRIP SELF BUILDING PAPER _... I i ADHESIVE FLASHING. CLEAN WOOD SHEATHING MASONRY BEFORE APPLYING /_ . \ T1 T'1 � TT T1 � TT-1 '► T T � T1 T"1 A l ! Tl � :Y: �TEXTIJRRD WOOD SHEATHING I MEM15RANE FLASHING OVER BOX AND OVER S• WIDE STRIP SELF APPROVED WRIB ADHESIVE PLASHMG, CLEAN MA CNN FIE OAPPLYING STEP 1 LAYER STEP #2 ELEC. METER FIELD 1 STONE VENEER VERIFY LOCATION ELEC. METER FIELD FAO APPROVED VAP— OVER SCRATCH COAT VERIFY LOCATION BELOW WRB LAYER el, STUCCO WRAP HORIZONTAL WEEP SCREED APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. CUT SUCH THAT NO MEMBRANE E 9 APPLY 60 MIN GRADE 'D' FELT SELF -ADHERING MEMBRANE FLASHING W f STONE VENEER METER APPLY TO FACE SELF-ADHEENTERS RING (FRAME TO BLOC KZ EDGE FLASHING OVER All CAVITY TO 5E FILLED WITH RIGID POLYMERIC APRovED HOUSEWRAP LEGEND ISOCYANOTE-POLYBLEND FOAM WRB LAYER 02, FORTIFIBER l'GREA7 STUFF` OR SIMILAR) BUILDING PAPER APPLY A SILICON STEP #3 STEP *4 DRAINAGE PLANE (WRB EASE SEALANT AT POINT LAYER 01 STUCCO WRAP) I THAT ELEC WIRE PENETRATES Ila i O ABBOTto PARK LOT# 1 BLK# 11 PROJECT# 04181.000-11112 MODEIA 4EHB "2605-HAYDEN" GAVAGE 8WWQ: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH E ` "' ELASTOMERIC WR5 LAYER 02 (FORTIFIBER ...... — — COATING OVER ` BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT APPLY E-Z BEAD STUCCO/ C.V. FINISH SECTION)IGAL WALL METAL LATH x—x—x—x t 1 GOAT OF PAINT W/BACK- ROLL PRIOR TO OVER 60 MIN a a ° ° METAL LATH ^ % STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH FELT-PROVIDEADE' SEALANT AT ALL WOOD OR 1/Ih' ZIP WALL COAT LARGER THAN THE ELEC. JOINTS AND INTERSECTIONS ve ° . e . e e ® METER CAN OR METER CAN SHEATHING COM50 OR METER CAN AND SELF-ADHESIVE FLASHING — — — — — DlscoNNEcr Dpnrr A 04/16/21 NOTE: METAL LATH: LATH TO 5E PER SECTION O� ELECTRICAL CONDUIT STEP #5 STEi= No' 9CALC:1/4'=1'-0" R103.1.1 / A5TM C-841-14a, MIN. 2.5 L55. U PENETRATION eBEET PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) O ELECTRICAL 9 RECEPTACLE A� WOOD SHEATHIN WOOD — CONBTRUCTION W HAT CHANNEL ' TYPE X. DRYWALL, WOOD 814EATHNG WRD LAYER 1, STUCCO WRAP i' THICK. 3 COAT CEMENT PLASTER EXT. WOOD FRAMED WALL WRB LAYER 1, 6WD-FLOOR DECKING STUCCO WRAP WRB LAYER n, FORTIFIBER PRE-ENG'D 1RJ66 BUILDING PAPER i' THICK, 3 COAT CEMENT WEATHER RESISTIVE - BARRIER 9 PLASTER WEATHER RESISTIVE - 6' SAP, c TOP OF WEEP SCREED BARRIER 4 TO SHEATHING SE14NP WEEP SCREED COAT CEMT EN �CK3 4' POSITIVE DRAM nC¢e 4Y' METAL LATH _ _ __ a WOOD SNEATHMO— fib' SELF-ADHEREING FLASHING WRAPPED `:. • TOP OF WEEP SCREED 4 POSITIVE DRAIN- `:, TO SWEAT14NG BELOW ueEP 6CIOZEo WRB LAYER 1, L STUCCO WRAP (SHOWN FOR ttt 6E1-ARATE AC ' WRS LAYER @, FORTIFIBER BUILDING PAPER "•."•� —W SELF-ADHEiRENG t WRB LAYER 1, E=ABHING WRAPPED STUCCO WRAP • CORNER OF CANTILEVER AMICO AMb6.WFWC-1W 1 y" 4' POSITIVE DRAIN CUSTOM CASING BEAD 2 w9ce Fre¢¢n NO GAP N FIELD � CSHIOLLN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL. ® CANT. (10 ASCALE, I I/2' • I'-®' NOTE: METAL LATH: LATH TO 5E PER SECTION R"I03.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEC IF[CATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE 11 BARRIER 1 3/4IENNT WEATHER RESISTIVE HAL BARRIER 4 VINYLBEAD i' THICK, 3 COAT CEMENT PLASTER 5/8' TYPEALL METAL LATH W/TEXTURETED WOOD BHEATHNG THICK, 3MENT (2) 2x12 HEADER PLASTER V YL BEAD I)y 4' POSITIVE DRAIN VINYLBEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIE8 ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON LLEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER •1 VINYL CASING BEAD i' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH FINEXTURED 4 PAINTED WOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT 1NEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN �eee sree¢n VINYL CASING, BEAD NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @MIP EDGE INSTALLATION I EXTERIOR GRADE Yi GAP FOR BACKER DRY WALL ROD 4 SEALANT— ,' THICK 3 COAT OV ENT VINYL CASING, BEAD PLASTER WATER PROOFING lot_ CA&ING WAD LAYER (2 LAYER PEE ION OF 4 STICK) ONLY) 0 CANTILEVER DRIP EDGE FINIG13' X 3' 26 GA GALV. PEEL LAYER f2 LAYER METAL ORIP EDGE PEEL STICK) SET IN FULL WO OF 6' PEEL 4 ��� SEALANT, Ji' MN STICK •DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Y4' GAP FOR DAOKER i NXI ?i P.T. OR SIMULATED ROD 4 SEALANT WOW (TREX) FILLER CONTPRIOUS VINYL CASING BEAD t WATER PROOFING Mt WEATHER RESISTIVE LAYER 12 LAYER PEEL BARRIER -1 STICK) WRAPPED FROM WEATHER RE616TIVE BALCONY DECK TO BARRIER 7 CANTILEVER M^' 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP 61JD FLOOR EDGE ®® V X 3' 26 GA GALV. METAL DRIP EDGE SET IN PALL BED OF I YN'XI V P.T. OR SIMULATE SEALANT, Jr MIN. WOOD (TREX) FILLER @PACE FROM DRIP CONTINUOUS FACE TO TREX )W GAP FOR BACKE VINYL CASWI DEAD ROD 4 SEALANT WATER PROOPNG lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CNAMNEL CANTILEVER THICK 3 COAT CEMENT PLASTER METAL LATH 5/0' TYPE 'A' DRYWALL WOOD SHEATHING WREXTIMP 4 PANTED WEATHER RP616TIVE FINISH BARRIER 1 WEATHER RESISTIVE i' THICK 3 COAT CEMENT BARRIER.2 PLASTER VINYL CORNER BEAD DRAM WEEP @CREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARPICATICN OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2LUMN SHEATHING EATHER RESISTIVE ARRIER -1 FATHER RESISTIVE ARRIER +2 S.A.F. \ -EEL 4 BTIf;K I JWx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,JQ MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER WEATHER R1ESISTIVE BARRIER 4 EXTERIOR COLUMN .4COLUMN SHEATHING \PEEL 4 STIGK ® FLOOR I J1'XI v P.T. OR SMWLr WOOD (TREX) FILLER, CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODFIED 9D 3/4 RESILIENT HAT CHANNEL �VI�NYL CASING BEAD-1 S®TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER LEGEND 6' SAP. -06ex3''L'FLASHING DRAINAGE PLANE (WR5 'FULLY EMBEDDED IN moor CEMENT LAYER 01, 5TUCCO WRAP) I JS' X 3' 26 GA. GALV. METAL DRIP EDGE WR5 LAYER *2 (FORTIFI5ER — — — — — 65T IN FULL BED OF BEALANT,&MIN. 5UILDING PAPER) SPACE FROM DRIP 'FACE TO TREX VINYL CASING BEAD METAL LATH x—x—x—x WATER PROOFING 14t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO'`-:T'I BALCONY DECK TO CANTILEVER WOOD OR 7/16' ZIP WALL i' THICK 3 COAT CEMENT PLASTER 5HEATHING METAL LATH WOODSWAT14NG I SELF-ADHESIVE FLA5HING 4' POSITIVE DRAIN imeo e✓�R¢cn vINTI cola�R BeAo / / (SHOWN FOR CLARIFICATION OF YWh'L CASING BEAD � SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION @ COLUMN (W/"L" FLASHING). WALE. NTS WOOD SHEATHING 2x FRAMING MEMBER i' THICK, 3 COAT CEMENT PLASTER 21� FASTENED TO SHEATHING • 1' O.C. MAX. WRB LAYER 9, STUCCO WRAP t WOOD SHEATHING AN METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER SqgRNER BEAD ® FRAME 1, 2 1/2' CORNER BEAD (FASTENER 4 SPACING A 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD Ce? BLOCK UlRB LAYER 1, STUCCO WRAP WRB LAYER 42, FORTIP15ER BUILDING PAPER—\ METAL LATH i' THICK, 3 COAT CEMENT PLASTER @'SELF -ADHERING FLASHING WINDOW FLANGE STUCGQ W WRIB LAYE BUILDNG METAL LA a' THIC2G, 2 PLASTER @'SELF-,� FLASHING DRIP C< WINDOW 1rJB CASING BEAD Cam? WINDOW ( FRAME, NO BAND) CLARITY) SHEATHING WR5 LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER 5UILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdeslgngroup.wm AA 0: 000332E lip q O IP BVSDIVABBOTT PARK LOT# 1 BLK it ROJECT# 04181.000-11112 MODEL: 4EHB "2605—HAYDEN" GARAGE 81fMC;: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH N 6- DATE 04/1811 /21 DCALE: 1/4"=1'-0" SHEET WA3 CASING PTASCKR3 GOAT CEMENT WOOD SHEATHING BEAD TO TRIM METAL LATH LEGEND IX TRIM MEMBER � WRB LAYER STUCCO WRAPP S DING: TRANSITION STUCCO TO SI WRB LAYER'2, FORTIFIBER DRAINAGE PLANE (WRB WOOD SHEATHING Sul DM PAPER LAYER el, STUCCO WRAP) s SIDING WOOD SHEATHMCe WRB LAYER 02, FORTIFIBER WRB LAYER e2 (FORTIFIBER — . . — SUILDING PAPER ' WRB LAYER "I, a_ ` `'4- ` "'•''`' BUILDING: PAPER) 1"1 N. RONALD REAGAN BLVD. STUCCO WRAP METAL LATH x—x—x—x L F : 0 7D 7F� 8 METAL LATH THICK, 3 COAT CEMENT i WRB LAYER e2, FORTIFIBER WRB LAYER M, STUCCO WRAP WRB LAYER h, STUCCO WRAP STUCCO www.A#:00 3325 om AA#:0003326 PLASTER M, BUILDING PAPER WOOD OR 1/16 ZIP WALL 6•SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING h' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED ­4EXPLODED rJ' THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEADS: VIEW FOR PLASTER CLARITY) SIDING TO STUCCO i =.CASING BEAD 1 - - - ----------------_- DRIP CAP 18 (CROSS SECTION) ;' SEALANT PLASTER 3 COAT CEMENT WINDOW FLANGE STUCLAYER WRAP METAL LATH VINYL ANGLED MOOD ' WOODBEYOC I I [ CONSTRICTION ' ' CASING BEAD F WOOD SHEATHING UPATwaWRB LAYER 02, FORTIFIBER : B WEERBSI&TIVE BUILDING PAPER WEATHERREGISTIVE 4�� i WINDOW FRAME .l i i BARRER a �/ \ I /.._ _ _. WRB LAYER 02, FORTIFIBER METAL LATH . x T Yi LAP b(ow. / \ �.�• REVEAL •' eELF• ; BUILDING PAPER ; c a FLASHMG i �( THICK 3 COAT CEMENT . /// PLASTER \ ; < �� j BAIawER&IerlvE E-2 BEAD VINYL CASING &TARTER STRIP / \ WEATHER REaerlve i (Wl%' FLEXIBLE PVC BACKER ROD) ; (o'SELF-ADHERING �1 \ \\ BARRIER a FLASHING I �� a,�� HERMG i i i \ dALV`P METAL ME I DRIP GAP i WRB LAYER 01, STUCCO WRAP, i W Ix e' amATER WRAPPED AROUND FRAMING MEMBER f WINDOW FLANGE TRM 0 6' SELF ADHESIVE FLASHING I = p CASING BEAD WINDOW I •,;&m WOOD SHEATHING "S�ZX OR SET MEMBER CASM DETAIL BELOW EXPLODED f j SIDING TO STUCCO FOR CLARITY CB? BLOCK TO FRAME ------------------------------------------- ---- ------------------------------------------------- 9 TRANSITION )'4' GAP TYP THICK, 3 COAT CEMENT I/ CASING BEAD PLASTER WOOD SHEATHING N T SEALANT TO WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14d, MIN, 2B LBS. 1 METAL LATH PER 50. YARD (UTILITY OR NOMINAL WRB LAYER 02, FORTIFIBER LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER I WRB LAYER 7, STUCCO WRAP WOOD SHEATHING WINDOW FRAME ; WOOD SHEATHING WRB LAYER 02, FORTIFIBER WO DC TRI:CTION s eEu�.AOHERMc I I BUILDING PAPER i WRB LAYER el, WOOD SMATHINS R'��' i a PTHICK, 3 COAT CEMENT I STUCCO WRAP UZATHERRESISTIVE ; SAMLW �l / eaaaER RESISTIVE LAr LASTER , -' ! WEATHER RESISTIVE \ BARRIER 4 / / S• MIN. ABOVE TOP OF• R.ASHING Z , WRB LAYER "2, FORTIF15ER l xl�T apeIDMG r , VINYL ANGLED BUILDING PAPER e'eELP•ADHERMG I �TwIEERRI^�elenvE WRB LAYER 7, 1 CASING BEAD ' METAL LATH PLAMiNG \\ 'T / �� RESISTIVE i STUCCO WRAP i VINYL CASING BEAD I STARTER eTRIP sUDDIV & LI- 04181.000-11112 ABBOTT PARK LOT# 1 BLK 11 PROJECT* MODEL- 4EHB "2605- HAYDEN" GARAGE 81RNG: LEFT PAGE: WALL ASSEMBLY DETAILS 60 4K E (EXPLODED ' THICK, 3 COAT CEMENT I I •z''L GN METAL b' WIDE PEEL < STICK vlEw FOR PLASTER OVER FLANGE ; \ / ; WINDOW FLANGE ; CLARITY) aAL%D METAL �� WEATHER RESISTIVE '2• ILA&HMG RAWER 9 TO LAP , I I Y• x e' 6rLLATED A• MRL ABOVE TOP E-2 BEAD VINYL CASING u>�o Tpm rE l=Pt or •z' R.A84NG I 2X FRAMING (Wl%' FLEXIBLE PVC BACKER ROD) I e-z Ram vMrL OAeaaG Y' x • ATED 1 MEMBER BACKER ER ROD) PVC / , u13oD *RIM R -APPLY FULL BED OF SEALANT BETWEEN 61 -AD DHEI'tlNC. \ / I M•�� RNG FLANGE 1 BUILDING WRAP CASING BEAD ® RAISED ]�� R-�'�' � I � BUILDING Yy/ �- MATWMFRAME) C!1'EwIGAP W)CAULKING r TER COAT�::: ' OR APPROVE T ���'WRAP eAROEE&STIVE \`{AlE&IeTIVELEcA&ING RESISTIVE BARRIER 4 �BACKER etlaVO)i "VC P DATE: 04 16 21 SIDING TO STUCCO WEATHER RESISTIVE 16 A E Z BEAD WINDOW CASING SCALE: 1'4"=1'-°" ® FRAME TO FRAME ��� siIEET 19 TRANSITION WA_4 ASPHALT SATURATED FELT A',PAND IP l✓NC OHOULD SE TAKEN IN KEEPING THE VENT PROPERLY ALIDNED.VEMPIPE IS SFALEDIF MUZED.NNLNRACE SHOWN IN P OALVANZED MNO I-I14 NMLS AT EACH CORNER. ROOFING CEMENT SMIXI)BEAPRNED TO AIL SHINGLE EDGES NEAR Tw'. OUTEREDDEANDAROUNDTHEENTREMRWX RAS NEOPRENE SOOT UIOI SMSENEC!(VEMOPENINGINTHEROOF RECCM.IENDEDINSEVERE NEATNEFI QSTK SHEATHING.SIZETHEOPENING IN ACCORDANCE WTH THE CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS CONSTRUCTION ZONES. USED,SIZETHEVENTOPENINGINACCOPDANCEWTI VENT FAN MANUFACTURE) PRANG MN ECTKkI ' INSTRUCTIONS. DO NOT MT NTO TRUSSES OR RAFTERS MENCRTNG TIE T Ow�PTEMNNQNGINTIEROOF. ��E INTERFERING SHINGLE NAILS pROUNp IHE PERNEIER OF THE OPPXING SO 1HAT TFE NAILING FLANGE OF THE VENT UV9 FUIT TO THE ROOF SHFATwNG. SUDS ASPHALT PLASTC CEMENT THE TOP AND SIDE FLANGES OF THE VENT UP ANDUNDER ALLOW 11NMESTCA1 VENT FUlgES TD NAY ON MOLDED AROUND EASE OF RIPE ANOOVER FTAIWE THNTM TIE TOP OF THE SHINLR.ES. Ye-i�u� ROOF HOOD VENT DETAIL E, N OUT HOUSE~ AT AS• ANGLE N'Imr= •I• CUT N HOYSEURM LIE OF WINDOW OPENING ATISOYED HOIISlW.ISN OVER SHEATH NG Owls WD STUD HALL INSTALL S•- 8ELP-APHERM R-ISHNG OVER HALING FLANGE JAMES S TE•FO FOLD -I HOUSE TACK F at HEA ITS —+I I FOLD N AT SLOP STEP 1 EXTEND PIASHNG MIN + / i' BELOW ILLS \7/` PUMMLE R."m G Do NOT em BOTTOM —� FIN STEP 6 STEP 7 ALIGN PLASHING, w NT. EDGE m a ILL ISO. VIGRANICALLY FASTEN FAMED EoaEa(CAP NAILS, STAPLES) INSTALL OIPdVT KX)O AP M TH PLASHNG AT THE FOLD HOUSEBtAP DOWN F TAPE DIAGONAL CUT F ACROSS NEAP OP WECOIu PLUMBING VENT DETAILS 3ECE-1w UTLY IS. :ORNIOIU )PSE•ALA AMBG AM IFPLY TO mccul NA LNtlE N 4SE-FUND MOLES OR INSTALL S' WADE AGNIMPA - BAGCED FLEXIBLE R.MHNG MATERIAL OVER DIED CAP JOINT (FROlECTO-WRAP DT-200C - EOWV) STEP 8 `q6-z) WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS UNDERLAYMEM � II ASPHALT ROOFING CEMENT P CF CENRJaINE TRA FASiNERS IN END OF SwNOLE E)RENDENDSHINaE AT LEAST IT BEYOND VALLEYCENTERLINE CLIPPED OFF CORNER AT I DEGREES 4SMNGMS MNIMED 2' B FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE- APTLY Oa FGIU (O EQUAL)SEALANT - PLUID APPLETD FLASHING; (LANCO WHWTE-SEAL M-N OR EOIALA SLOPE SILL TO EX NOM 1. IT IS Tg CONTACTORG PMGPO 019NLTY TO VERPY THE CO PATMLUTY OF ALL PRODUCTS NCLUONSI NO SV~, SEALANTS W OW-ADIgRPtl M-ASHNG MATERIALS USED DURING Ca1STIEUCTICK 2. NGTALL ALL MATERIALS PCR MASFACTUMM UWSIT'TEN GFECW4CATION6 6EALANTS MAY REACT ADVERSELY F NOT CX)IMPATSM& ICLEANI AND SEAL JAME, TO SILL JOINTS WITH DOW RN FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION DELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT bxm L It IS THE CONTACTORS REGPONSWNLTY TO VERFY THE COIPAT SILITY OF ALL FRODUCTS INCLUDING SEALANTS W SELF-ADIERM PLANING MATERIALS USED DURING, CONSTPWTICk 2. FLASHING, AT EXTERIOR WNDCUIS AND DOOR OFE•INGS SHALL BE INSTALLED N ACCORDANCE WITH MANFACTLNW" INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FRC RT09A H, U N ACCORDANCE UNTM PEN STRATION l MANlACTNCRS INSTALLATION AND PLANINNG NSTRUCTIONS. ggj!giL GEALAM MAY REACT ADVERIICLY F NOT CO'7PATIBLC. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NITS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdesigngroup.com AA IS: 0003325 1 0 i $ SVHDIV. ae LOT: ABBAT PARK LOT## 1 BLK# 11 PROJffiOT* 04181.000-11112 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH E scan a DATE: 04 18 21 ISCAL.E: 1/4"=1'-0" III MT 1r oo �� I \♦ --'-------'---------------------+---'----i \ - - - - - I 2x6 SUB-BANb W/I'x4' NOTCH a r -- - — - - END, WRAPPED IN PEEL t STICK METAL FASCIA w¢Ar �ry i I I' DRIP EDGE !� I--------------------------------------- --------- V 1/8' TEXTURED I \\ — I 1/S" I ! FINISH is WOOD I \\ 2X6 SUB BAND I1 I 1/8" 1/2' TEXTURED \ "� \ V FINISH a CMU / \\ \ METAL FASCIA \� WRAP Ya' FROM \` ©FLAN ` I STUCCO, I' FROM \ - -- <, \ -- ------ - Ia WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED �\ \\ FOR CLARITY ROOF DECK(BEYOND) \`\DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) ®ELEVATIQN 1/8' TEXTURED FINISH • wom, 1/2, TEXTURED FINISH • CPIU METAL LATH WOOD SHEATHING OR cm WRB LAYER "I, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) r%iaI:?r.3j-laai DRIP EDGE METAL KICK OUT TEXTURED FINISH a /WOOD, 1/2' TEXTURED FINISH a CMU \-,,—' 2xh SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL® WALL J. ►ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL t STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY x x x x x x x x x x x x �St• x x x x x x x x x x x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE GUT a x x x x x x x x x x x x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-O' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x (ON W/12d NAILS V -S' x x x x x �NRCwAPOINT LL OFF O.G. MAX. x SET OF COMPONENTS) 2x SUB -BAND W/11 'x4' 00 NOTCH a END METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/Vx4' NOTCH a AN A END, WRAPPED IN PEEL t STICK ®F'L DRIP EDGE EXTERIOR WALL ROOF CEMENT a (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK-OUT • 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesign grou p.com AA #: 0003326 d c SUBDIV. Er LOT ABBOTT PARK LOT# 1 BLK# 11 PROJ=T# 04181.000-11112 MODEL. 4EHB "2605—HAYDEN" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAIL 60 MPH E . DRINT A 04/16/21 scAL.E: 1/4"=1'-0" 81-MET dY H6 TE-1 28'_2" 9 4 io TOP OF SLAB 4" CONC. •- wa 3 ;Q I SLAB owsssssm F— — — "— — i- — — —1— — F M-18 x 18 — — — — — — — '— ---I 4 I i i i 1.1 I 2'-8" 15'-4" '' 1 V.8" 10'-0" ii 1.1 4" PVC CHASE y II I� !' �I `° i i io I I 0$ -0 TOP OF LL i i SLAB vl II J I O I II 7'-5" 20'-5" LL� ii 9 I " i i 1.1 CW-12xl2 1 ,I " 1,1 i i c F-2 x24 If � b CWC-12x12_ " °Q _ _ W2:12 oiiNL le U N N v Lug UP To FLOOR 1 O O (FIELD VERIFY I q a EXACT LOCATION) 8 i�w ' 3 id 5 1.1 ti y IL m #3 TRANSFER STEEL y 24" O.C. MAX 2 1 SIMILAR q . I I Ia0 1.1 1.1 N v 0'-0" FIN. ELEV. I FIN. CONC. SLAB go IIF w Ig I �I LL 4 1.1 $I R IO • 2 10" 16'-0" 2'-1 " _FM_18x18 _ J 4 4 Ipomlell 1.1 1.1 7'4" g 8" L _ _ FM-18x18 LL � _ _ _ _ J c 4" CONC. wa Q SLAB LL FM-12x18 10'-0" FOUNDATION PLAN SCALE: 1/4" = l'-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 + 01-0", SEE SURVEY PLOT FOR NAVO. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I i.GINDICATES #5 BAR, OINDICATES #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 B)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 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND, 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-W O/C MAX. SEE PLAN FOR VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF, REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 17 CONTINUOUS 18" (2) #5's FM-16x18 16" CONTINUOUS 1S' - i s (+Ky'-p'• FM-20x18 20' CONTINUOUS 18' -72TEs (+p"-0'• FMCA6x18 16" CONTINUOUS 18' - O 'e - VARIES CW-12x12 12" SEE PLAN 17 - ) s +0"-0" CWC42x12 17, SEE PLAN 12" - O s - VARIES F-24x24 24" 24" 17' s TE-1 8" SEE PLAN I 8' - Ap Ii N. RONALD REAGAN BI LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Qw O e AHBOTT T PARK LOT# 1 BLK# 11 PROJECT* 04181.000-11112 MODEL• 4EHB "2605- HAYDEN" GARAGE DWING: LEFT PAGE: FOUNDATION PLAN 60 MPH E DATE: 04/16/21 DCALE: 1/4"=1'-0" si 30„ MIN. EACH WAY — MONOLITHIC FOOTING y} I' ° .P Z STEEL REINFORCING IN GROUTED f _ STEEL REINFORCING IN GROUTED Q CELL SEE PLAN FOR SIZE AND Q d S ?- CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ; �rr �- Q. SPACINGREQUIREMENTS ._ ¢ Q ¢¢ w m W N°� '^ GARAGE DOOR RECESS J �N Q .:I.°� s�FM g7 8° N Z 8" CMU WALL O 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR I w Lu Z o . I IN FOUNDATION WITH 30" LEG EACH W p= fn «, TOP OF SLAB � vll WAY A ALL CHANGES IN DIRECTIONS I SO THAT THE STEEL REINF. IS CONTINUOUS cD TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLPB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCHSLRB q"CHAMFER (1-STORY) � i6• EXT. PORCH SLABCHAMFER VARIES SEE SLAB SCHEDULE70P OF GARAGE (15TORV) [TAND ' v I :..CONTINUOU6 STEEL MONOLITHIC �+.;. FOOTING REINFORCEMENT SEE SCHEDULE � °0•-p^ 7;0. MASONRY UNITS SET A7ELEV: W/ 1/T ISOLATION JOINT (WHERE • 6' CHAMFER (2STORY) #4 24" W/ 1!2" ISOLATON CHAMFER (2STORY) APPLICABLE) Z • SEE SCHEDULE #5 30' JOINT(WHERE APPLICABLE) SCHEDULE Z WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE 36„ WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #736'AR EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 60ALE:34=, �' 2 G6GALE 34'=,'� @ ARAGE 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3!4"=1'-0" ? (1)#S REBAR VERTICALLY W/ CONC. U POURED CELL LAP TOP PLATE A MIN. OF 48" --�-_„ C p 2 6' CMU AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BUM. VERIFY HEIGHT OF W/ PLAN 0- #4 REBAR 024" O.C. CENTER OF LAP TO OCCUR OVER STUD WALL W� g Z SLAB u) 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z Ix uj WALL W/ SYP No 2 STUDS SEE O j'8 I PLANS FOR SPACING. SINGLE PLATE I S O NEW REINF. BAR BTM. TO BE PT. SECURED W/2-PART PROVIDE DSL TOP PLATE SECURE BT. PLATE TO 7' CAPPED a g l EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE g 8", UNO NAIL 16" O/C STAGGERED. . 4^ W/FLANGE ® BASE 0 FOLLOW ALL MANE ADDITIONAL METAL M Iv l 4" CONC., REINF. WI N SPECIFICATIONS FOR CONNECTORS NOT 6' #10 NNJM ON { o USE AND = I I— PREPARATION OF " O w REQUIRED WHEN NO UPLIFT IS PRESENT. N _ 'MI1 POLY ETHYLENE tL HOLE. Z 0= = VAPOR BARRIER ON VAPOR Q I -0 WELL -COMPACTED l l SECURE FLANGE TO !� QQ SEE SLAB SCHEDULE > CLEAN FILL TERMITE SLAB W/(4) 1/4" X 2 V4" 1111 TREATMENT SHALL BE 4 TAPCONS OQ' S BORA-CARE ° " 4 (2) CONT. #4 REBAR 4" CHAMFER (1STORY) �• ,-4 --.•4 - I71�4 6' CHAMFER (2-STORY) (2)#5 REBAR ON CHAIRS 4° 17' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% u�) EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE VIRGIN OR ENGINEERED SOIL f >> COMPACTED SOIL AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'S' M� PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD HIC FOUNDATION 8 6CALE:3/4"=V-0" (NO UPLIFT) 5 &M"ON'OL'T FOOTING W/ BLOCK WALL 6CALE: 3/4'=r-a' SCALE: 3/4"=1'-0 "A' SCALE: 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 Tm LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT, PLATE TO SLAB W110d MASONRY NAIL SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE ,6' O/C STAGGERED. ¢ m U ADDITIONAL METAL CONNECTORS NOT 6J. REQUIRED WHEN NO U) Z 8" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 6' CMU FILLED CELL (TYP.) O 1— TOP OF SLAB ° ° _ 4 TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING-' 1/7 DIA SIMPSON ST82 BOLTS 5" ' • ° SEE SLAB SCHEDULE W -4 d • BAR SIZE 48 BAR DIA. > . ' 4 e 70P OF SLAB MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND EXT. PORCH SLAB 4" CHAMFER 4 m OU 4 W/ 1/2" /2 ISOLATION 12STORY) 6" CHAMFER (2STORY) . • •„° 16' O.C. VERTICALLY MAX JOINT (WHERE • #4 24" 4 ° • - ! APPLICABLE) Z MATCH STEEL #5 30" SEE SCHEDULE FOR WXD, BAR SIZE 6' PVC CHASE THRU FOOTING REINFORCEMENT PER SCHEDULE 06 #7 47' 6' PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT Y'11 FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WXD, BAR SIZE ANDBARQUANTITY PVC CHASE PER SCHEDULE (DINNITE%RIOR ALE: 3/4"=1'-a' UPLIFT) BLOCK WALL CONNECTION THRU FOOTING (NO 12 SCALE: 3/4"=1'-T 4 N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA S: 0003326 ss� oWo � rr a9 s ArBOTT PARK LOT# 1 BLK# 11 PROJECT# 04181.000-11112 MODEL: 4EHB "2605—HAYDEN" GARAGE SVIWG: LEFT PAGE: DETAILS 60 MPH E TIE VRTICAL RER OHZA /�.11OUTEDIS...E.A. TIE VERTICAL REBAR VARIES PER ELEV. ° TO HORIZONTAL REBAR W/ 10" HOOK `Lv GROUTED BOND BEAM - VARIES PER ELEV. ° Z a a O 0 #5 BARS 10' HOOK 20 ° -fie • a _.�.� •'. •° e ° 9 �.. ° O CLEAN OUT REQUIRED o z FOR INSPECTION 0'-0" FIN. FLR. `pO TIE RIZON REBAR m TIE HORIZONTALFol o REBAR W/ 10" HOOK •��; �L BAR SIZE 48 BAR DIA a 2 f O #3 18" #4 24„ CMU UNIT DIMENSIONS Q ARE NOMINAL SZES #5 �" #T 47 OFFSET METHOD BAR SIZE 48 BAR DIA CONTINUOUS METHOD ##44 z4' MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL #5 3a• 3 SCALE: 3/4"=T-U' 1 REINFORCING %,� L REINFORCING SCALE: 3/4"=T-0' #7 42„ SCALE: 3 4"=1'-0" �W U NEW REINF. BAR SECURED W/ 2-PART IL I EPDXY. MIN. EMBED g 6", UNO FOLLOW ALL MANF. 3 /n SPECIFICATIONS FOR F V, USE AND PREPARATION OF Z HOLE. • "-- ° ae STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407.774.8078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 8 4 A cW i O sBOTT PARK LOT# i BLK# 11 PROJECT# 04181.000-11112 MODEU 4EHB "2605—HAYDEN" GARAGE 9TIMO: LEFT PAGE: DETAILS 60 WH E . 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 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 NTH 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 20 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" ° x 2 7/8" LONG, WITH WASHER Q 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 DESCRRII"OW REMARK 0 (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8xi6 (1)I{5 (L!# WA GROUTED SOLID B82 MASONRY 3000 8x8 (1)45 N/A GROUTEDSOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774 6078 FAX: 407-7744078 www.abdealgngroup.com AA M: 0003325 ,1� o O �s so ABBOTT PARK LOT## 1 BLK# 11 PROJECT* 04181.000-11112 MODEla 4EHB "2605— HAYDEN" OARAOE 8WINO: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH E D TE 04/16/21 sCAuc: 1/4"=f-O" SHEET s2 #5 CORNER BAR Wl 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1(Y' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE'. 3/4"=V-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BONDBEAM I—#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0' V �G J� O � / PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 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 BEAM MAY BE SPECIFIED SO 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 IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. T I/ OF F = FILLED W/ GROUT -(t\ U =UNFILLED \� NOMINAL WIDTH # OF#5'S, IN 2ND BOND ,BEAM COURSE pB�G�C�; NOMINAL—� Q HEIGHT # OF OVS, "�\�v0 16-1T/1I7#0— B TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/lMNB INDICATESADOUBLE SONDBEAM #5'S BOTTOM AMC) XFXX-1T/OMMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1M10B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST 3114" WINDOW A' SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 �SCALE: SINGLE #5 CORNER I BAR, TURNED LIP T OR TURNED DOWN INTO I STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' dnnn �1#5 ONDBEAM BONDBE 1#5 TYP. &,Xle, ip BOND BEAM OX16 DBL BOND — TOP OF BEAM W/(1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .y_ BOND BEAM GROUT SOLID FROM T P LINTEL TO TOP OF BOND O 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 -7' BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE SCALE: 3/4''=T-D' LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS T— . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 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) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .30D MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1X' EMBEDMENT 2x8 (MIN 2 X 3)23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 6" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END EMBEDMENT 088 SHEATHING WALL r ARCHWAY FRAMING DETAILS WOOD SECTION FAIFENER TACM d. =7' MIN, 2 J' MAX a,=2 tMIN, 9"MAX 9)214 s=1} MIN, 2}"MAX ea = t MIN, 2 J' MAX d. =7' MIN, 2 tMA% 4=2}'MIN, 9'MAX W� a-1}'MIN, 2} MAX ey =t' MIN, 2 J' MAX d• =2" MIN, 2 k MAX A = 2 f' MIN, 9" MAX M2d 5-1}"MIN, 27J"MAX ey = t MIN, 2 k" 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 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE 4 = SPACING BETWEEN ADJACENT FASTENERS INA ROW a : SPACING BETWEEN ROWS OF FASTENERS e. = EDGE DISTANCE $ DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com, AA #: 0003325 DID [fill BUDDIV & LOT. ABBOTT PARK LOT## 1 BLK# 11 PROJECT* 04181.000-11112 MODEL: 4EHB "2605— HAYDEN" GARAGE SUING: LEFT PAGE: DETAILS 60 MPH E "LOTrS 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 SAFEEILOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8184M 16-1T 1T 1T ITroB -IT TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-IT 8/161T 8020-1T 8241T 802IMT &W-lT 8/8.18 Vie-IT/leITN ITN 1T/1 -lT/1B M-2r 8118.2r 82o-2r 624-n 8r2B-2T 8W4T 3' 8" PRECAST 1436 952 3114 4217 6321 6426 7531 3' 6" PRECAST 689 1024 3' 6" PRECAST 1509 3524 4394 5263 0132 7001 2485 8113 8385 7708 9031 70000 1689 3524 4394 5283 6132 7001 4'-T PRECAST 1066 700 � 3125 3945 4756 we? 4'-0" PRECAST 614 763 4'-0" PRECAST 1363 3050 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3000 3815 4570 5325 8079 4'4' PRECAST 819U113932"27 0 2400 3033 36M 43DO 4'-6" PRECAST 398 591 4'4r PRECAST 1207 2582 3375 4043 4711 5370 3 7547 8752 8541 7565 12V 2707 3375 4043 4711 6379 5'-4" PRECAST 931 8 2560 3123 3686 4249 5'�" PRECAST 411 411 5' 4" PRECAST 1016 INS 2374 2944 3513 4064 0 7196 7342 6780 8259 1016 2276 2838 3390 3961 4064 5'-10" PRECAST 817 1 2090 250 30M 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2916 3387 3 6877 8038 8548 5776 929 2080 2593 3107 3620 4133 6'-0" PRECAST 692 7 3031 3707 4383 6D61 6' 8" PRECAST 410 721 6$' PRECAST 836 1201 1578 1956 2332 2700 7 4598 7054 10000 8825 835 leee 2320 2790 3251 3712 T 8' PRECAST 570 9N 2498 2205 208 3191 3666 T 6' PRECAST 303 534 T 6' PRECAST 710 900 1187 1402 1743 2025 936 2498 3408 4064 7067 6472 727 1624 2025 2425 2827 3228 9'-4" PRECAST 428 an 1593 2204 2481 2818 2821 9' 4" PRECAST 192 384 9' 4" PRECAST 464 586 767 948 1129 1310 630 1674 2298 3061 4099 4899 572 1318 1643 1969 2184 2519 10' 8" PRECAST 388 487 1247 1787 1904 2189 2028 10' 8" PRECAST 151 301 10' 8" PRECAST 358 488 612 755 899 1042 560 1407 1897 2781 3222 3784 504 1180 1472 1783 1710 I98B 1114" PRECAST 330 544 1312 1742 2252 29M 3890 11'-4' PRECAST 132 417 11'-4' PRECAST 430 400 530 653 777 an 544 1312 1742 2252 29M 35M 466 1042 1372 1643 14701710 12'-0" PRECAST 308 507 1210 1596 2048 25W 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 388 476 587 BOB 783 507 1210 t596 2048 2688 3171 440 940 1300 1580 1314 1478 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4' PRECAST 308 3D3 393 484 575 645 414 1045 1385 1732 2316 2805 390 780 1057 1312 1071 1203 14' 0" PRECAST 254 308 978 1272 lowI988 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 360 443 526 ON 390 978 1272 1605 1950 2389 378 717 981 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14W PRESTRESSED 239 422 506 828 746 ee5 458 1079 1429 1824 2277 2712 248 083 960 1237 1474 1715 1514" PRESTRESSED N.R. NR NR NR NR NR NR 16-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T 4" PRESTRESSED N.R. NR NR NR NR NR NR 1Trt" PRESTRESSED N.R. 183 17' 4' PRESTRESSED 1s7 325 385 451 587 ow3 00 866 1121 1 413 1730 2047 192 506 720 501 1135 1 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR IW 4" PRESTRESSED N.R. 148 IV-4' PRESTRESSED 162 266 348 430 513 US 235 736 959 1200 1467 1716 lee 429 623 am 950 1008 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 2t9 308 381 464 527 180 598 833 1038 lies 1488 142 373 537 890 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR -0. PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 225 290 359 428 407 165 550 764 992 1203 1381 137 358 513 ON 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 360 418 l29 450 654 824 1014 1147 124 319 455 5BI 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 2016 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 d N. RONALD REAGAN Bt LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 y O Is0zsa ou IpmoimcT# USIDM Se LOT:AARK LOT# 1 BLK 11 04181.000-11112 MODEL: 4EHB "2605—HAYDEN" GARAGE 8WINO: LEFT PACE: SAFE LOAD TABLES 60 APH EA v 26 PRINT 04/16/21 DATE: SCALE: 1/4"=V-0" SHEET LS 2. 2 A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER 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 NTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 POS36, .177" • x 2 718" 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. x 11 Is n to n it n it It n x n it 811 U N II II II V a 11 N 11 II II II n x u IIJam 1 11 11 11'' 11uIn (I II I, ' J2 L I—,! —!! I 7F n u N it u x x I' n n u it x {'' II II SIYP. NOWOODWALL DDSW/ I) I N D N IIt WALL /11 II II u II II II I c� 12" O.C. p h p p II II ' II SYP. NO.z u II II 0 /T. °` II x n n u u u n STUDS u Itn n n II II II II\/II II II12"O.C. B II II II II II COLUMN SCHEDULE 4 DBL STUD SIZE S BASE PLATE OR n n I .1 ., u MARK DESCRIPTION REINFORCEMENT REMARK " II fl II I II II 4X6 (3 }!2"x5 J2") SYP. HTT4 W15/8" DIA x S' 2X4 WOOD WD-1 PT., WOOD POST EXP. BOLT 553.tA I� PROVIDE DRAFTSTOPPING �� WALL U DBL. " ALONG THIS TRUSS AS TO STUD UNDER (I LIMIT AREA TO FBCR 02 .F, II EACH JOINT I) u .. .. n x It FIRE DRAFT STOP g/4" SUB FLOOR �, 2X4 NAILER F PRE-ENG. _ STOPOR DRAFT FLR. TRUSS - ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOODI DRAFT STOP �I 1 PRE-ENG. FLR. JOISTS"'T'�'�v' 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS II II II II ii II II II II II II II II �'' II II n n n u u u u x II II II II II ;, II II II II II �� II II II II ersxsxs sx ax: zsxs sx I _ x� Iszsxs sxsxsx= �, s sxszsxzz: PRE-FABFLOOR JOISTS a 2P O.C. e x= x xxxx x xxxxx xxxa _= x z� x e m�a�ssz= sxszs ze IIIIII �xx�x==� ==xxxxxxxxxxx== N N N It gnq y�A 10 g p CJ3E t R d I,N p EAE II II _fl -- - ---- - L-"-- CJ1E FIRST FLOOR FRAMING PLAN SCALE: 1/4" - 1'-0" IJOIST yKs F BMI TO CMU WALL W/ SIMPSON LGUM488DS W/ (4) %* x 4• TITEN HD ANCHORS AND (4)y' x 2)4• SDS SCREWS TO BMI L"I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: D003325 S a 111.3 D RENT 04/16/21 BCALM 1/4"=V-0" SKEET S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" OlC, SUBMIT SHOP "ROOFNJALUFLOOR �� DRAWINGS FOR REVIEW SHEATHING A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9) 1Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON (2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFNdALUFLOOR TRUSS ANCHOR WITH HTSM20 W 11, TO SHEATHING NOTE: APT SYP #22" x 4, TRUSS AND (4) 1/4" x 21/4" (,2) 16tl x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" (9) 10d x 1 �" NAILS TO 6% 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DEL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5' W/ tOd NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 T x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 }" NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER (2} SIMPSON HETA16 TRUSS ANCHORS 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1.441 N. RONALD REAGAN BLVD. W/ 10d NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/1010d TO LONGWOOD, FL 32750 WITH (12)16d x 3 k' NAILS TO GIRDER O!C TO FACILITATE ONE TRUSS AND (4)1/4" x 2 1/4' PH: 407-774-6078 ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-7744078 ACCOMMODATE TRUSS A{1)SIMPSON LGT3-SDSZ5 GIRDER TIEDOWN CONT POURED LINTEL 1x2, 2X WOOD FASCIA www.abdosigngroup.com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) BOB AA #: 0003328 2x SECURED W/ (3)16d �' x 2 }' TO GIRDER 00 GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, 1x2, 2X WOOD FASCIA (2) }" x 5" TITEN HO TO CMU AND (18) SIDS }' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED C (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) 7' x 5"TITEN HD TO CMU AND (18) SDS *'x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM SEE SCHEDULE SOLID, 9" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER & 7' APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4726 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LES(2 PLY) C ALLOWABLE UPLIFT= 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' 1a 1b 1c GIRDER CONNECTOR(S) SCA 3a'= 2a 2b 2c TYPICAL ROOF 34_ GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EA. TRUSSES WHERE SCREWED AS PER SCHEDULE LSTAi2 20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. P EACH END TOTAL OF 10 mm BACIMIl OCK THOINE88 4500 3/4" WOOD PANELS 8000 (2) i/7' WOOD PANELS 60 {2) 1/2" WOOD PANELS 90 2x LUMBER TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING U-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60--0 (3) "X" BRACE 6140" MAX (W/1X4) (1) "X" BRACE 0 CENTER IF VERTICAL IS NOT OR 10'•0" MAX (W/2X4) (2) W' BRACE DIVIDED EQUALLY PRESENT, SCAB FULL FROM CENTER TO END. HEIGHT VERTICAL FROM W F 2x WOOD FASCIA, BOT, CHORD TO TOP CHORD Wl (4)10d EACH tx4 DIAGONAL ARCHITECTURAL END. (TYP.) PER ELEVATION LVUIJOIST WITH BACKER BLOCK BTM. CHORD PRE-ENG GABLE TRUSS W PRE-ENG WOIST U PLAN OR LOCATION STIFFBACK (AS PER 5/8" GYPSUM BOARD OR 1/7' HIGH o MAY NOT BE REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ O STRENGTH CLG. BOARD N h a (2) tOds � EACH TRUSS PLATE TO /x1 TO BE INSTALLED t9 .T. SECURE IJOIST TO TOP PLATE w/ (2) 12d TOENAILS BTM. CHORD OF BILK WECURE D A. ANCHOR BOLT W! T 10' 0" O.C. MAX. O WOOD ROOF TRUSSES WASHER SET IN HIGH DOUBLE TOP PLATE STRENGTH EPDXY 5' HTT4 W15/8" A.B. WITH MIN. EMBED. AT 32" OC MIN. 7' EMBEDMENT MAX. 2X4 OR 26 WOOD BEARING WALL W/ SYP No 2 STUDS SEE TO SLAB & (18) 16d x Ill* NAILS TO POST., SECURE GABLE TO 2X8 P.T. PLATE W/ 12ds 8" PLANS FOR SPACING. SINGLE POST TO SIT DIRECTLY O.C. MAX B 601mil LOCI( TNIpQFBB BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL BD. SEE SHEET Sl IA FOR<.=' NAILSZEANDPATTERN ON SL48 2 . a• ° ,a.y 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTIONTYP. ( \ RTM. CHORD BRACING SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END 4500 3/4" WOOD PANELS 6000 (2)1/2" WOOD PANELS 60 (2)1/2" WOOD PANELS 90 2xLUMBER . Q � ° .! •. t I -JOIST CONNECTION @ L.B.W. LVL/WOOD POST CONNECTIONS 5 SCALE: 314"=V-01' SCALE: 3/4"=1'-0" PRE-ENG1D TRUSS SCALE. 3/4"=T-a' ,, -. scALE:3l4"=T-0" (NO UPLIFT)8" 24 24"MAX. wl WOIST END 8„ SPACINGMAX. END w/I-JOIST TYP TYP ACIN MA% 'MAX MAX SEE FRAMING PLAN END OF LEDGER SO. - - THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4•D i? EXP. (D 2X8 SYP P.T BOLT/J-BOLTW/7 ( W EDGE ( d) 2XI2 SYP P T. LEDGERBOARDTO 3/4' EXP BOLT/J-BOLTW/7 USED SO LONG AS THEY CONFORM TO THE HOLE EDGE>5/8" " -I)C- HOLE DIAMETER WASHER851/2' TEOE BEEU EDD MIN. EMBED. (TYP) NTH WOIST 1. ENSURE THAT EXP, BE USED WITH WOIST BOLTB/J-BOLTS ARE PLACED INTO GROUTED CELLS S"ALL WASHER&51/2" MIN. EMBED. (TVP) FOLLOWING rU333DIV. de I.OT: ABBOTT PARK LOT## 1 BLK# 11 PROJECT# 04181.000-11112 MODEL• 4EHB "2605- HAYDEN" GARAGE 1941ING: LEFT PAGE: DETAILS (I -JOIST) <2/5•D SGL. STUD 60 M E AROUND BOLT. FRONT OUTER 1/3 OF 2. SPLICE OF FRONT AND REAR LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY LEDGER SHOULD LAP A MIN OF A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS A- SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W! (2) 3!4"° WEDGE-BOLTlJ-BOLT, 5" MIN. Z 4'0". = 2 or - EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE 1516' EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 3. ALL BOLTS TO HAVE WASHERS {� 12 m AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND 4. EXP. BOLTSIJ-BOLTS SHOULD B - SIMPSON IUS2.37/16 G < 1400 USE, U < 70 LBS W! (2) 314° WEDGE-BOLT/J$OLT, 5" MIN. NOT BE ANY CLOSER THAN 8" SYP PT ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 1� //�� ty 6j EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 Z o/c. Z THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO C - SIMPSON MIU3.56fl6 G <2900 USE, U <210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. g S. ONLY LEDGER IN DIRECT `O A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 P tltl�7 EMBED (24).16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST (2) 2(8 CONTACT(REAR LEDGER) MATH REAR FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE FL#17241 SYP PT Cl REQUIRED TO BE P.T. LEDGER SUBJECT TO F1 AND F2 FORCES. Il _ AIMPA(IM HH1 iC7 25110 C 141401 AP: 11 < 1610 LEM NI/ I811/d"° WEDGE-A111 T! LA(N T I' STM.� HOLE DIAMETER PLATE < 3/5'D DEL. STUD MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25748 E - SIMPSON MIU4.75/16 G < 3455 LBS, U Y 210 LBS W/ (8) 3/4'- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/7 GALV. NAILS TO JOIST FL#17241 FLOOR JOIST LEDGER SCHEDULE 23 MARK SIZE BOLT SIZE END SPACING CENTRALSPACING A DOUBLE SYP 2x8 1/7' 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 1 (2) 3!4" 1 W MAX. 1 24" O/C MAX. WOOD LEDGER 04/16/21 STUD NOTCHING ATTACHMENT DETAIL 11 ALTERNATE MATERIALS Bill 1/4" V-0" AND BORING LIMITS SCALE:3/4"-V-a' SCALE: 3/4"=r-0" I -JOIST WOOD LEDGER DETAIL sI/3�E/E'I' 8 SCALE:11/2"=,'-0" 10 SCALE: 3/4'"=1'-0' SIMPSON H6 W! (8)8d COMMON NAILS 21 STUDS 6 MPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING i i SIMPSON SPH VSPH6 BTM. J (JOIST LVL PLATE STRAPS W/ 10d x 1 12"HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=l'-U' 8" CMU WALLIA REINF PER PLAN PER ELEVATION I-L 3 siG 110 R VA ION (2) Zx4 P.T. W/ MASONRY NAILSHEDULE, 0 12" O.C. 1X2 FIRE -STOP REFER TO NAILING SCHEDULE ON SHEET SNI FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS / (SEE PLAN) F\\—DBLSYP #2 LEDGER. SEE t0/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 3/4"=1'-V' REFER TO NAILING SCHEDULE ON ET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS BL. 2X8 SYP #2 EDGER. SEE BOLT SCHEDULE, 10/33.1A. 8" CMU WALL REINF PER PLAN PER ELEVATION z y+ �x EZ PER ELEVATION AA NLdWO �q p,T. CEILING Z4"MFRAIST (SEE MNG PLAN) NAILER W/ MASONRY NAILS 0 17' O.C. 1X2 FIRE-STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL SCALE: 3/4"=1'-O" PRE-ENG GABLE TRUSS _ 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'4" O.C. (AT O PRE-ENG') WOOD SEE SCHED, BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRIMTO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH W/ 12" DIA. ANCHOR BOLT W/7' A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MT812 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2X8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W! 12d's 6' O.C. MAX GALV. NAILS EA STRAP 2X4 OR 2X6 WOOD BEARING WALLW/ SYP Not STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING . Q. SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. • 0 AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE A RE 8T. PLATE TO SLAB W/ CONT. 2X4 SECURED W/ (2)10crs C EACH FILL ALL HOLES, DO NOT USE WEDGE ANCHOR WASHER SET IN HIGH STRENGTH TRUJS/VVOOD POST CONNECTI0NS TRUSS TO BE INSTALLED (Mtb'-0"O.C. MAX. 10dx3" EPDXY 5-12" EMBED. MIN. 16' 1 108 10b 1 OCi OC MAX. SCALE: 3/4"=1'-lT' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 4• 8 •a•,•'. TRuss ro Poar ca4NECTION SCALE: 3/4"=1'-O' '' A - SIMPSON MTS-12 U: 990 LBS W/ (14)10d GALV, NAILS. B - SIMPSON HTS-20 U 1310 LBS W/ (201'Od GALV. NAILS. C-2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 114'kIWSDS, (1) 5/8" AT.R. TO HDU4 AND (10)114" X 2 1/2" BIDS TO POST CONNECTION @ L.B.W. M�TRUSS Po3TT08LOCONNECTION SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6" EXP. BOLT C - SIMPSON HTTS POST ON SLAB <UA,565 W/ 5/&' A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-117' NAILS TO POST. 1 N. RONALD REAGAN BL L0NGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdeslgngroup.com AA #: O003325 p 0HIM- s 9iB0TT PARK LOT# 1 BLK# 11 PRGJECT# 04181.000-11112 MODEU 4EHB "2605—HAYDEN" GARAGE BWING: LEFT PAGE: DETAILS (I —JOIST) 60 YRH VTCR SPACING (1) AT EACH END N5 VTCR AND 8'-0" O.C. MAX. \ iiilrll \ Li SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. & N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA A: 0003325 y SVSDIV. & LOT ABBOTT PARK LOT# 1 BLK# 11 PitOJECTio 04181.000-11112 MODEL: 4EHB "2605- HAYDEN" GARAGE 8WING: LEFT PAGE: DETAILS 60 M E mm D TE 04/18/21 SCALE: 1/4"=1'-0" B*MMT S3.1C 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" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER 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. S. 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, ZF72 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 MARK GE CUERipnON REMARK 0 1 (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, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) �xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Bel MASONRY 3000 SX16 (1)- (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 NIA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES ----------------------------------- —----- -------- ----- VOB 8F8-lT/0M/0B 8F8-lT/0M/0B 1 1 2 I 1 2.1 I 1 § 1 ,`♦ I , GT 1 U.N.O. PROVIDE BB2 V ROOF TRUSSES BEAR TOP OF WALL EL 11 _ 7 I 1 L--J 1 ♦, 1 9 1 � ♦ 1 `` ,% %%% ♦`♦ 1 I GT 1 : `♦ 1 1 ` ♦ 8F8-lT/0M/0B 1 I `♦--------1 r- %` 1 1-----------J 1 j 1 I SF8.I TIOM/OB BFB-1T/OM/08 8F8-1T/OM/08 ♦ 1 2.1 1 I e--------------- ♦ l1 -----------�--y L------------------------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1 /4" = V-0" d N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407.7744078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ay1 VOU13DIV. Ae LOT: ABBOTT PARK LOT# 1 BLK# 11 PROJECT# 04181,000-11112 moDEL: 4EHB "2605- HAYDEN" GARAGE VOWING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 WX E i VOCALE: 1/4"=V-0" 1 S5 VOU13DIV. Ae LOT: ABBOTT PARK LOT# 1 BLK# 11 PROJECT# 04181,000-11112 moDEL: 4EHB "2605- HAYDEN" GARAGE VOWING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 WX E i VOCALE: 1/4"=V-0" 1 S5 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) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER 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. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED WI A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 8 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WC-� 4X6 (3 X"x5 }2") SYP. HTT4 W/5/8" CIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT y,, 3 3 3 3 CA N N CJ1 CJ'l n u n II n n m n u a CJ3 4 NNNNNNNNNNNNNN CJ • n n u u n n a n n n n n n n •® CJS 1C y�'� A8G Q GT iC t 1 A7 U As 6 I I $ 9 m o mai A4 13 IA3 I mI I 1 1 �m PRE -FABRICATED m�TED e OOFx>om= m A2 TRUSSES 0 24 O.C. O�O :=ems Ye) m RIDGE z _z®z�s •� O 1A zs�x�sax>aev\e�=tea �\e - =x�a�x�ees=�vs � O I I ATTIC I I I I $ b a LL (� J Z _ I A6w � ¢ �a o � a lC GT O 1C p 8 It x x cis r 1q B2G GT O N II CJ3 R t I- CJ5 x u n n n u y'A CJ zA ON �N �N �Nf �N III N CA 9 NN Y CJ3A ,� p � CJ3 � CA „ N N N N EJ7 I I a a a G a g------------------- J ROOF FRAMING PLAN SCALE: 1/4" =,'-O" Vw V, . 1441 N. RONALD REAGAN BLVD.: LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.aom AA #: 0003325 A Q a m C 8 N SUDDIV & IAT ABBOTT PARK LOT# 1 BLK# 11 PROJECT#t 04181.000-11112 MODEL 4EHB "2605— HAYDEN" GARAGE 8WDFG: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 60 9M EXP DwTE 04/16/21 DCAL.E: 1/4"=V-0" SHEET s6 GABLE-Ew HIP ROOF >r q x` ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 •58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e • END PSF (76,50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n • 76.60 PSF (86.60) ZONE 3r = 91.70 PSF (101,70) ZONE Zr • 76.60 PSF (86,60) "A"• 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT: -P 0,18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (40/20). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40f2O).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS (94" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2IQ" 0.131 F1887 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RINGSHANK, 23M' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" CDX OR 7116. O.S.B. PLY WITH 8tl RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8, 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 SHEATHING ATFACMEMENT SPACING ZONE 1: 10d NAILS o 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 21,21 1Od NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8tl RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES G J zW Z Y�Y W ZQ NO Z - K RAFTER OR TRUSS RnnF CHFATHINr Emmiml' 11 ----miI mmmmmI I 11 1111 mmmmm�- III! U BUILDING LENGTH 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 20 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 Z' DECK SCREWS 06"S" O.C. MAX EDGES & 17O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 40V602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC331KMK MAXIMUM AGGREGATE Siff SHWUL BE 3w. PROVDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NOW N-SEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. PROVIDE &MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0N�GROIIND WHERE INDICATED ON DRAWINGS. SEAMS UPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. FORMWORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE VIATH ACI 347 LATEST EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SMALL BE RATED TO RETENTION LEVELS OF 0,42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. 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 A7. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'A° OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER ITS THE NFPA. TRUSS DESIGNS SHALL SIGNED AND FASTE REQUIREMENTS AND SLAB-0GRADE-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. NAL ENGINEER EGIS E O SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61WISM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A44WA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE E NC DESIGN LOADS: W / THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH , "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, N:, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pd AND VERTICAL BARS SHALL LAPS x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD - tonconcunent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR - W' WOOD TRUSSES. 10 psf BTM CHORD noncorK.ument #5 BAR - 30" #7 BAR - 47 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38° x 36° CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS O VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1980. R 18 p CHORD 20 psf TOP CHORD f-A psf w/ No GYPCRETE) 17 psf w/ ASPHALT SHINGLES) 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 10AD BTM CHORD 5 pat BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10paf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD SPEED MPH 3-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 020) EXPOSURE C, RISK CATEGORY IH (NICE 7-18 (FBCBLE INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pst, BALCONIES (EXTERIOR) DO NOT GUT 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: 40paf, GUARDS AND HANDRAILS: 200pd,, GUARD IN -FILL COMPONENTS: 50paf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40W, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40PIA 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, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMAANCENCE WITH ASTM C-90, GRADE Tm = 2000 PSI. BLOCK SHALL BE PLACED USING VIA 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 OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAVANGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30M PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO IT. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, 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 0-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE 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 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WASHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A M GRADE B - STRUCTURAL PIPE SHALL BE ASTM A53/A 3M TYP R 500 - 46 ST U L 5 GRADE B EEO S F = , FY Y 2500 PSI REGULAR WEIGHT FOR FOOTINGS AND STAB-0N-GRADE NS 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLA& ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL CONTRACTOR SHALL SUBMITPROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO OTHER BOLTS SHALL BE ACCORDSTM 2 THWA3HERSUNDEHOD. TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'M- PRIOR TO THE ADDITION OF PLASTICIZER CEVI5M THETURBOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M 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 SOCKED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 9D 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 RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATME AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3° FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER i-i/P" FOR#5 AND SMALLER 2' FOR 0 AND LARGER D FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 14/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER -I-- SIZE TYPE 9PAgNG REMPRxB APRIGTON 912E ttPE SPAdNG REMARxS 1.2 PT FURRIlG TO MAOONRY /CCNC. GIREHMDENED OdL IWLi I/Y LON3. GARAGE DOgi BIK% TOMASONMIOJNC. tIF qA NO WHINER TAPCON MPSONtY FASTENER II?EMBED., 4-ENDdOi., II?ECGEdST. ...AL FJ(t. DDCR9 CAGE HARDENED OOL S'CIC MAND01NiD W W FASTENED GRADE DDOR &Ifi ° A E%PANSION BJLT 1B' OIC Ian-dA) 1" EMBED.,1- 1. PT, SEE NOTES NAIL11(C LONG. STAGGERED INTO MA ­NC. TO MASONRYAbNC. �1 A9NER 21"OTC (If3'gA) 3'EDOEDIST .I-BDCX CASE HAADENED oaL vANDaviDDew FASENEo MEru S—To CONTACT THIS ENGINEER FOR SPACING iB M, SEE NOTES NNL11?LONG. STg6GERtD INro MAsormrKaNc. MASONRY ICONL. REQUIREMENTS E%T.&wNG DOOR BLCK 2r Pi, BEf NDTEB 1210RB9IA NO WA8HEfl 'lMCON' FA6TNER 18"dC 1EMSED,C DS t .t?EDGE qaT. DST. NdieEARING V,'lOD wALL TO CONC.9LAB t/Y EAPANSxM' A"EMBED FEND WIWA&IFR BOLT 24C/C DST., YEDGEd9F, p N1N00BN &KK 0138°PAF�31nt" 8°QC A'END.gT.. 11M" T. STEEL CVL., EE WI WASHER AGOERW EDGE DST NOTES � 11LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL SEAS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR W TH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPOONS OR PAF TO THE SUBSTRATE. -1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774 4018 wwwabd"gngroup.com AA S: 0003326 ayl GO YI L4�WW s� a a114 O � p R 6. _LL 9 H O moo IA13BOTT T PARK LOT# 1 BLK# 11 ROJZCT# 04181.000-11112 MODEL 4EHB "2605— HAYDEN" GARAGE 91WING: LEFT PAGE: DETAILS 60 MPH EXP. f c. © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O STAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA-- �J-CHF J" MAX. DETAIL A FASCIA 70 STAPLES INSTALLED 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 07 STAPLES INSTALLED - THRU SOFFIT AND J-CHANNEL AT NAIL ;OFFIT 10 HEM AND IN VALLEYS STAPLES INSTALLED( 12" O.C. MAX (INTO 07 WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ �-STAPLES INSTALLED 07 SOFFIT AND JCH-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. i" MAX.--fll kc DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFIT-`1 Q J-CHANNEL i. A DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN SPAN 'L=ale EAVE WIDTH (ROOF OVERHANG) KCONCRETE; IV CMU OR WOOD (NOTEA) SOFFIT SEE DETAIL'D' OFFIT_z SEE DETAIL'A' SEE DETAIL'ESEE DETAIL'E' EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 1Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JO / BY OTHER 2-1/4" EMB. WOOD BATTEN L CHANNEL ® DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 O SOFFIT INSTALLATION SCREW, 0 8 EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA ) TRUSS/JOIST/RAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Dg MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN ATTCHMEN I �„ MAXI / FASTENER SPACED 24" Dg MAX O.C. ,,,,-STAPLES INSTALLED @ DETAIL C 1 07 WOOD) IN J-CHANNEL 2" O.C. MAX (INTO J-CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) 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. .625 .08 DETAIL A 3.519 3.625 .375 12 A . 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 L"l N. RONALD REAOAN BLVD. LONGWOOD, FL32760 PH: 407-774-8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 8 _ t IJ "Iffill BUDDIV. Ac LOT: ABBOTT PARK LOT# 1 BLK 11 PROJECT#► 04181.000-11112 MODEU 4EHB "2605-HAYDEN" GARAGE STrMG: LEFT PAGE: SOFFIT DETAILS 60 MPH EXP. r 04 18 21 / /1/4"=1'-0" D1 MA s klY4fyrl\ ,ep-w -Sn