The URL can be used to link to this page

Home My WebLink About7967 Broad Pointe DrE 99 99 o . ALL WORK SHAL' COMPLY WITH PREVAILING CODES FLORIDA t UILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES p�TE NOV PHY 'Hti. MN PLAp' 12602 TELECOM C>RIVE, TAMPA, FL 33637 T4a1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX �F DRAWINGS .<tT,fl= BUUNG CODE, EESIDEN U4 NTH EDPlIONf (2M?) •AIL IACAL AND STATE CODES .00CUPANCY —RESIDENTIAL GROUP R3 :CONSTRUCTION TYPE — VB 'MIN. INTERIOR FINISH — CLASS B •BASIC HIND SPEED — Vult=160 MPH Vasd=124 MPH '� _ •1—STORY RESIDENCE •2—STORY RESIDENCE —MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS AAI.T. ALTERNATE MPR. MMEDICINEC PERT AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD cL CENTERLINE MTD. MOUNTED CAB, CABINET MTL. METAL SCALE CL°. CEILING N.T.S. ON CENTER CLR CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLY. PLATE DEL DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED P.T PAIR DNA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP, DISPOSAL BAD, RADIUS D. DEEP R.A.G. RETURN AIR GRILL D. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENINGPG D.W. DISHWASHER S.C. SOLID COREEXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.6. FIXED CLASS SL. SIMILAR F.G. FUEL GAS SL. SLIDING FM. FINISH SL.GL. SLIDING GLASS FIR. FLOOR STR STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK THICK GAR DISP. GARBAGE DISPOSAL TDC. TOPOFCURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OFSLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HOT, S. INSULATION IGHT WD. WITH TNT. INTERIOR WOW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION �� p.STORY CE'AJ CONVERSION ARCHITECTURAL SHEET DESCRIPTION 01A5/m �D SET ISSUED PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AIA—FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A3J—FRONT & REAR ELEVATIONS "J" PG A4d—LEFT &RIGHT ELEVATIONS "J" PG E1—FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG PI —PLUMBING PLAN pG Ml—FIRST FLOOR MECHANICAL PLAN M2—SECOND FLOOR MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS S PG D3—DETAILS PG D4—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WAS —WALL ASSEMBLY DETAILS 02AWD ADDED ELEV.'J' 4 K' WITH SIDING PER MARK 5=5 02R0/15 BID SET REASSUED 04A1/I6 FOOTING REVISIONS PER M. BODES I-JOISTS INCORPORATED INTO MASTER PLAN CONSTRUCTION DOOJINENTS RE -ISSUED ADDED VALLEY FRAMING DETAIL, UPDATED BO1 LARD DETAIL Fg/mAs DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 5I1A PLANMAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. AB O UCHAC RA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 REVISED LINTEL SIZE AT FRONT ENTRY DOOR CALC.'S UPDATED LEDGER BOLT SIZE 4 SPACINGSQ.FT. REVISED I -JOIST LAYOUT OT FLR LIVING 1,104 Sa PT. 21ND FLR LIVING I 54D1 60. FT. TOTAL LIVING 2i605 Sa FT. GARAGE 433 50. FT. PORCH 43 SQ.FT. TOTAL ELEwS'J' 3080, 60. FT. 8B10 PATIO W 60. FT. 064L" ADDED LED Lr*n TO KITCHEN 4 SATNRO" PER MARK WAS 01/23/1% ADDED STONE OPTION TO ELEVATIONS Y•','H','J' 4 K' /g �p ryQ BOLT SPACING REVISED 1045AS ADDED OPT W-O' CEILING HEIGHTS VIAVII20 REPLACE USP CONNECTORS OATH STEPSON CONNECTORS 03/0WO REVISED DETAIL ON SHEET 02 OPT. V-0' CLG. HGT. 04A0/!0 REVISED STAIR SECTION DETAIL FOR OPT. 8'-O' CLG HGT. STRUCTURAL SHEET # DESCRIPTION PG Si —FOUNDATION PLAN PG S1.1A—DETAILS PG 51.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST LIFT BEAM PLAN AND NOTES PG S2.IA—DETAIL9 PG S3—FIRST FLOOR FRAMING PLAN PG S3.IA—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG S4—SECOND FLOOR DECK PLAN PG 54.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND LIFT BEAM PLAN AND NOTES PG S6—ROOF FRAMING PLAN PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 1IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRTITEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBIIJTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 11 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 V _ C � SWJHDIV. Se X'OT ABBOTT PARK LOT #10 BLK #15 PROJECT# 04181.000-10151 MODEL: 4EHB "2605—HAYDEN" GARAGE STATING: RIGHT PAGE: COVER SHEET %160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 CHAPTER 3, SECTION R301.2.1.2. $RE Wows 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8 LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. C OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. T DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -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 I/WNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 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: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. 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 ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUININO 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 SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTERIOR WALL COVEROM 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y/' 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, 11Z THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W" DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com k AA #: 0003325 � Y M o q 0 ABBOTT PARK LOT #10 BLK #15 PTItOJECT* 04181.000-10151 moDELe 4EHB "2605-HAYDEN" GATRAGE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH & C ��a�A AIa No (POW 08/13/20 scALm: 1/4"=1'-O" S*M= Njj OWUMAIDClA MODLOADS OWND ES'DBUE FORE 9MM OM CFO= Sam = 11616HMDM FEN= AWTVFE FOOTAGE MIN. WINDOW ho 5 31/40 CRITERIA EXTERIOR SWING S 5 36/-41 OR. MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 O.W.D. 117 S 310/-34.6 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OcaMOATEoM FIRST FLOOR PLAN SCALE: 1/4' " 1'-0' NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN Ab' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 146'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 4Y12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6714 ED.) 302.1 SQ.FT. CAM'S IST RR LIVING IJ04 $Q FT. 2ND FLR LIVING 1,801 60. FT. TOTAL LIVING 20ft SQ. FT. GARAGE 431 SQ. FT. FORM ELEV'8'J' 43 SQ. FT. TOTAL ELEV'S'J' 30M SQ. FT. Sod® PATIO SO Sa FT. MASONRY/FRAME WALL LEGEND W-O' BLOCK ® L UN.O ON PLANS BRG. HGT. VARIES W BLOCK WALL UNO ON PLANS 11'-4' BRG. INTERIOR LOAD BRG. WALL UNO. ON PLANS 40 LOAD 6111G. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-S' -ALL EXTERIOR DOORS TO BE 6'-S' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdosigngroup.com L AA #: 0003326 V a 8U13DIV. Ac LOT ABBOTT PARK LOT #10 BLK #15 PROJECT* 04181.000-10151 moomu 4EHB "2605- HAYDEN" GARAGE EWING: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C <rKIY D TE 08/13/20 SCALE: 1/4"=1'—O" SHEET Al 01 HALF WALL UV CAP (2) LAYERS OF 3/4' PLYLJOOD OR (2) LAYERS OF 3/4' 6UD FLOOR MATERIAL RIP& FOR g'.0. SOLID NAILMG AHU 6ECURE TREAD6 TO 6TRMGER T40 LA U N 3/4• "FLOOR UVr3P6 3' SQ6°W6 • EA GLUED A SOIIEWED . 6TRI Jmpk UNTHREADED SHANK PER FASTENER TO EXTEND BEYOND TNICI:2ES6 OC 4OL LE THE CLEAR SPACE BETWEEN Or &O-FLOOR 6HEATHavr., 9'-4 3/4' 2ND FIN. FLR 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' C / I HANDRAIL 6 36' AS PER FBCR R311.1.82 JL/_ W-O' BRG. HGT. W/ 2X4 M-INFORCING / i PRE•ENG'FFLOOG (TEM FLodlc NOTE: 4r K 1/2ero WALE / 6Ee pRA lt4 6HINT) D w 3/4' KICK / AIR Gram, RISERS ro CONFORM ro FOCR 6TH EDITION (20n) HANDRAIL ENDS SHALL BE RETUNED TO THE WALL OR i PLAIE / nIN. MAN RISER.T 3u TERMINATE INTO A NEWEL 9 E 1• MAX, N08ttJG / TdIR DATA: 15R 6 1.52' MAX V R g/y,• MAX, VARIATION M RISER6/TREADS ADJACENT TO EACH POST. w 7? d 10, MIR / 14 TREADS • OTHER 3/6' MAX VARIATION IN ANY 3 / S T O R 10'+ I' NOSING RI6ER/TREAD HANDRAIL GRCULAR OR SECTDE A I V4' .-V4' O VALEE NTT R PR EQUIVALENT . / GRAWADILITY 04DERS• MM. 6' DUDE . / NARROW END MR 11' UOTH • 12' FROM NOTE: / NARROW END 34' MM. HANDRAIL MT. 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A / RE ESPOOI ED DIAMETER OF 1i't 2' OR A NONCIRCULAR GROSS SECTION WITH A UUk2 4x&mF UVCONT. DEAD OF 'ENCLOSED ACCESSIBLE SPACE UNDER PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND a o UD S-FLOOR ADHESIVE PL-400 OR GMILARE . EA HORIZONTAL RUN eTaRS SMALL HAVE uuUNDER 6TAIR WWACL AND ANY 6OFFlM A LARGEST GROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. / : PROTECTED ON THE ENCL08ED SIDE UTH V2' GYPMM DOARDQ FDCR 302.1 RA 22 x n 6TRnaam 2. THIS RAILIWx SYSTEM 15 DESIGNED TO RESIST A LOAD OF 50 PLF TOPPLATE 0 / 6ECURE Wma 6'-6' oc. FOR A CONCENTRATED LOAD OF 200 FOUNDS APPLIED IN ANY 0'-W FIN. FLR DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE m n MO er�NAJL 22XX4 P.T. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM "EPER INTO GLAD UTHM 6' STRESSES- PER SECTION 1601.8.1 / F.B.C. 2017 OF EACH DO, 32. OL. MAX BAR DETAIL A SCALE:Ia'•I'-0' B STAIR ®SECTION C HAN/DRAIL SECTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003326 Y ppp lso 9s $ tltl!! y a aURDIV. a6 LOT: ABBOTT PARK LOT #10 BLK #15 PROJECT# 04181.000-10151 MODEL: 4EHB "2605-HAYDEN" GARAGE 911Ir7G: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS %160 MPH EXP. C 3. F-PRTNTDA 1M 08/13/20 aCALE: 1/4"=1'-0" BHMET Al 39'-B' of:!:!:!:l:l..:l:/.1 v1nl!:•:! !: !ao ol:.�:: •:�:: !:�lol:�.:.::: .:: taa ol:❖:In Oi •i i :♦i �i �.;• � ; ^ � NMI I�""'�� ,.moo V. o Oui'fl � u �: �:.:'lo��,� of •.:!:!7iol:!:!.:40�` Em SECOND FLOOR PLAN WALE. 1/4 . F-®' 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com L AA#:0003325 Y 8 9 sVHDIV. S. LOT: ABBOTT PARK LOT #10 BLK #15 PROJECT* 04181,000-10151 MODEU 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH E . C SHINGLE FYPON 18'X48' DECORATIVE SHUTTER OR EQUIVALENT I'I'-4' 2ND FLR _ ERG. HGT. 6' RAISED BAND (TYP.) _ 9'•4 3/4' 2NDFL'o. 8'-0' BRG. HGT _______ • ENTRY 4' RAISED FT BAND (TYP.) .S 0'-0' FIN. FLR IT'-4' 2ND FLR, V-4' 3/4' 2ND FLR I I I I I I I I FIN. FLR/BRG. HGT. -7 8'-0' CLG. HGT I I TYP. I I I 0'-0' FIN. FLR I I I 25'-4' BLDG. HGT — LAP SIDING AS 32-25 V EM ,"'I E "i' ■� ■■ �'SHUTTER f OR �� Fill fill 111111 RAISED BAND L� - 6' RAISED BAND COACH LICsHT 9 d1 ;p -- --- '-' '- 00-0 FRONT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH REAR ELEVATION SCALES 1/4 - I'-0' TEXTURED FINISH ,SIT'-4' 2ND FLR 9'-4' 3/4' 2ND FLR IFIN. FLRIBRG. HGT. O'-0' FIN. FLR AREA OF ATTIC 1585 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIREDVENTILATION AREA = ISM/300 = 5.28 VENTNATION AREA X SOL INCHES PER FT. (144) • 750A SQ IN. MIN. REQUIRED VENTILATION • .5X 760.E IN UPPER PORTION OF ATTIC = 380.4 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 380.4 /115 TOTAL a OF VENTS REQUIRED 3.30783 TOTALS OF VENTS PROVIDED = 4 "AREA OF ATTIC IS THE PERINMROF THE HOUSE, LESS THE OVERHANG EIRERIOR OF WALLTO EXTERIOR OF WAU, NO OVERHANGS INCLUDED 112' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4'x4' GALV. 'L'-TYPE FLAS4MG SET IN ROOPM CEMENT '50 FELT F-IOM A-466 SHINGLESR)L PAPER (OR APPROVEVALENT TO FRET ASTM p2764 ON i46. 7X6 SYP PT LEDGER YY OAM "ATFIMG OR VTFpEADED ROD 32' PLYWOOD GEMPIED PING OL. 4 UTHM W OF EACH SCHEDULE END MAX. SET M 61MP60N 2x6 SYP 1111AFTER6 OR PIE-ENG'D MISS (PER ELEV.) ROOF SLOPE ELEVATION raw MIN. W' 06D 6HEATHMG Gumv TO ON SEQ)RED TO CHANNEL FOR SOFFIT 2X6 MEMBERS W/ Sd NAILS 3. O.C. PERMETER LUS-26 W/ (4) IOd' ?)1''TO LEDGER AND (2)TO 2x6 JOIST•-0• 2X6 SYP PT LEDGER W/ V2'x6• THREADED ROD 32' O.C. 4 UHT14N W OF EACH END MAX. SET IN SS'IPSON HIGH 6Twj9aTH EXPDXT 6' MIN WEED. OVERHANG DETAIL A SCALE. la . I'-m' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003326 R a u W h a aLIHDIV. Ae LOT ABBOTT PARK LOT #10 BLK #15 PItOJECT# 04181.000-10151 MODIM: 4EHB "2605- HAYDEN" GARAGE EKING: RIGHT PAGE: FRONT & REAR ELEVATION "i„ 160 MPH EXP. C 'NWAIl D TE 08/13/20 SCALE: 1/4"=1'-0" &HEET A3 J ELECTRICAL LEGEND SYMBOL DEFINITION NOTES VEY OUTLET 20 AMP SINUS PO.S IIOv OUTLET IIOV OUTLET V) GP OIITET WIND ro awru4 GPI IWOV CUTLET SG2APBD WN/4(`1D PAUL R RESISTANT Tree) RESISTANT TYPE) 220V OUTLET (4) WISE CONNECTION Ir GPI EW MaTEI IWM anLET ORMIND FAULT EMISI/U•TES SWITCH SWITCH 3-WAY OPER 64 EwTOH 4-WAY OPEM. WALL MOUNTED LOW CEILING LIGHT Q LED CLG LIGHT ©VP LED VAPOR PICA LOW O VP VAPOR PROM LOW OMCOM CAN eVINT. PAN I CR7 PER SG PT. VE4T. PAN uktlGHrr 111T"I PER S4L A. v rEnc's, MY 2-1LM WIAP ® AIYaYo � M1L 2-E1A.0 TIRAP ARaw (p7i MHTJ 2' KAWFOO ENT N FLUORUICE4T p TRAG%LMIT 0 PANEL sib METER • SD. aMIGIa DETECTOR mTT. MACKAW ICU r it WALL TTOMIND SIATT eACICA P �J E•IOw DETeetge ylL,y ® SJeo OMM Col oeTecroR CCF'W MATT 9LACIc4JPCASSOuv diamm NTER•PONEOTCD SHALL a A DISTANCE OF NOT LESS THEM 4- PROM WALL PENDANT LIOH41 LIB NATURAL OM ► 7ELEIYIRE JACK ER4 pTERt to isU-�E,ELEyY•isQ AIR GOO M au CN r mm OHM I-� TeLevMION JAGc CZ I. MOX REONRe TO N SIA-FORIND N O J•EOX ACCORDANCE DV EOX MARXW AS SUCH POR ClLNG MOX Idli11 CELR/O FANLgHT TOME SU•PORRD N ACCOIOA SV McRmo N eIICH role S S I= a�na 24- ► CANDESCENT LIGHT STRIP �nnnoa W I1CANDE°CEM' LIGHT STRIP Done 48• 06CAND86CIW LIGHT STRIP DCc FLGDD I — KP 0". SECURITY gYPAO • Pn FUSN-GUMCN PC" G&•EE um FGRr • LOCATION OF TV JACKS 4 PHONE CUTLETS 4 PANS TO ME VERIFIED • HOMIOVAR PIE-OONSTRUCTION MEETSMG. • ALL B 4 20 AMP SERMON CIRCUITS TO ME ARC FAULT PROTECTED PER ELECTRICAL PRDVISONS OF [RVR • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a MLAUD (NOT CN KITCHEN CIRCUIT) • DISHWASHER DISCONECT TO Be LOCKOUT N PANSL BATHROOM IDOIAUST FAN TO HAVE MN. CAPACITY Or W a" NTSWITTENT PER ELECTRICAL PROVISION& OP SECTION MBOTJI PBCR &TH EDITION (2o a • LAUNDRY ROOM RECEPTACLE SMALL BE GROUND PAINT CIRLIUIT•NTLRIIP(CR PROTECTION FOIE PERSONNEL ON PEEDERS • WIRING, METHOD SMALL eE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FROM &TH ED (20M). • ALL WOW TO C M%Y WITH ELECTRICAL PROVISIONS OF THE FBGS &TI 2l70M1 r ALL LAMPS SMALL Y YI Ef_tEA aHY Purl AA Aaef l&& Q LHGMN6 MINT ME RlRGY cmrj bm TYPE PER OUTLET' FOR VENT OR MICRO PATIO 0 DAZING I s umG ROOM ROOM PRE -WIRED CLG FAN I (PAN. CABINET OUTLET /TO2NO FL.FORDWSWITCHENjI 1 \1 0 PRE -WIRED CLG FAN i BDRM. #2 GFI • 44' '-PD. FOF GARAGE O"Tl SJ I DOOF I I i id '\ I 5 t / III III 1 •� PLEX KEYLESS FIXTURE PIE -WIRED CLG FAN 111 /r FOYER III GPI ll "RAGE @H , DOOR I \BATH #2 //p� z LLARD AS RED. PER SLOG. CODE PREWIRE - - GARAGE 'I A3A 1II \ PCBF�IIM�EB/ I YYN�---•lltt . -PORCH - - - - - - - - - - - - - - - - - - - - COACH4 LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' . 1'-0' I I I L I - — — — — — — — — — - LED LIGHTING @ SINGLE LAV. BATHM WP Panel MAIN -A PANEL: 8118vpert breaker VOLTAGE: 120/240 V-1 Ph MAIN: 150 Anlp M.C.B FEEDER: 3. #1 Cu TMNN & 1-#8 Cu (G) in 1 1/2" C. OR 3- #20 AL THWN & I. #B Cu (G) in 1 1tT C. Win P"1a Bkr O.a on1 W.Ib I mmuk I I Clmuk I Waft I DaaH Ban Bb PH" Wim M2 1 A. Exteliu Rea tb OFIRx7VG1 1200 1 1 1 1 2 I Is ... sH2 2 20 MNlbn Pump MOW J 4 Spw. s e e24o A/c 0.u. ao 2 #B spat. 7 e PANEL -A PANEL: 42 cn. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Anp ML.O. FEEDER: 3. #1 Cu TFA4N & 1-#6 Cu (G) in 1 1t2' C. OR 3. #W AL TMM4 & 1- 48 Cu (G) in 1 1/2" C. Wim P.I. Ekr Da Ben w.Y. CI—ft Ci—ft Walla D.En Yen Ilk, Pk VA. 012 1 M SmN Apohots 1500 1 2 Roo Rug" w 2 ae 812 1 20 Mi.—/H.d GFI 19DO 3 4 M2 / 20 Sm.3 Applbnc. 1500 5 B 45W _ WNu H— 25 2 #10 012 1 20 R.fl tm /5o0 7 B #12 1 20 OWn Ra. aIa AFC, - 1500 M 10 12N Ms—1 GFI 20 1 #12 *12 1 20 $On ON Rae ar)w 12N 11 12 15m 01. .her GFI m 1 02 014 1 16 f P f H.4 AFCI wo 13 H !RM on,.r W1 30 2 010 #14 1 15 LUna Rm. tonal, KNOW, Din. Lb MCI Boo 15 16 Sp— 17 16 1 IM M.1—GFI 20 1 1142 014 1 IS SDd C/OAFCI wo 19 20 1000 Dtor GFI 20 1 #12 S et 21 22 120D Gan / ExleBar LM d R olee AFCI 20 1 W H4 1 15 Baeuan 021 BSBlrtom 02 AFCI SD0 n 24 SOp Qwh sots AFCI 15 1 C4 014 1 15 Bee 03AFCl No 25 20 Boo O4neM1 Bad— MCI 15 1 #14 014 1 15 iI—n IN/Opt. W#66RI latAFCI 600 Z7 n I200 2nBIbslYEsm 2rtl Ruul.u.A/v w 1 1112 #12 1 20 Opt,SCIIr(i Dtar WI I 2M 30 1000 cwkal. on1, 20 1 412 S a 31 32 0 s m 33 3a sw. sp.. 35 3e Swe s w 37 30 S c R 2 35 A/C A.M.U. asMSRVA.t 06% 6525 WI 41 40 spa. 42 sp... —__— L..B kJ10 to deal act. t W.tbm / one 7T800 2790D Lad subjftt to d—d attar c Iwladam I Ih. Demand FaCtorCalwladons: ABBREVIATIONS: APO: ARC FAULTCIRWRNTERRUPTER NC: NON -COINCIDENT LOAD OR: GRONDFAULTNTERRUPTER Tall b.A.uNat to e.mane attar 455W ' Flot IOD00TMks Y 100% 1owo Rwm k wsas 040% 14200 Ta.l Am bW 11145 LOAD CALCULATION 18 BASED ON MC NON -COINCIDENT LOAD not Cm Wed Load Watts 35985 _ Tobl Am sa Is f 240 volts taM I Gellenl LU h8n & Race tacle Loa# ToW A/C S m Ftet 2805 Gwml U"d Roc 3 W/ft Ft. 7815 H1+10. Sat 85Vdli Mat100% 185 Gnml1 8010 ckls# TMal Maas Gsnml Ua d R. Pa A 11 728 8010 I(u� FIELD 150 AMP ELECTRICAL RISER VERIFY LOC. NOT TO SHALL GENERAL Norm ELECTRICAL MATE IAL& AND INSTALLATIONS SHALL GFI COIPLT YATN ELECTRICAL PROVISIONS CT THE MIGILA&H LOCALCOONe. AND ALL LacAt PaLaR IRRIGATION cal'IP OUTLET E IS, ALL C0 MOUCWM SHALL ME TYPE TH N/IHw UNLESS 48' AFF. NOTED OTMRMSL PROVIDE 80 AMP, 2OR40 VOLT. I PHASE SECONDARK ELECTRICAL SERVICE. PROVIDE 3 1 COPPER (CU) N I•y" DIA SCHEDULE W PVC CCNDYIT OR PRCVRDE 3 4A& ALU'IN!'7 (AL) N 2" VIA SCHEDULE W PVC CCNmUfT UNLESS SERVICE Is PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH TIE ELECTRIC COMPANY PRIOR TO BID. BRAS CU. Ts" . l% CU IN 2' CC NW . 1% CU N 2' CONDUIT OR 2. TO TEIIIA'4A.TE AMOVE 60"T Op10W11CN SERVICE OWCOtNECT SWITCH AND E50 lR'R• GOR40 VOLT M ELECTRIC METER IN N U ER D M.CWJM IPHASE r'LO PME'1 rELEFNOrE SERVIC7 CABLE TELlVSIQ1 ENTRA CS sriI1F4•ENT SERVICE ENTRANCE amp" MT NTEMYSTCT BQDY'10 AT TERHALOW VOLTAGE GC CCN. I .4 Cu SERVICE 041110ND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PSIS ELECTRICAL PROVISIONS OP THE �EUH 64- VIA X & Pr LONG COPPER CLAD GRAND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 V H �' l•3 aHHI 3 sl ZZ q 44 uN 0 sgvsDIV de L4071 ABBOTT PARK LOT #10 BLK #15 PEROJESCT#1 04181.000-10151 MODEL' 4EHB "2605-HAYDEN" OA %AGZ SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C N_ r1 J ) DpjNT 'I ATIC: 08/13/20 SCALE: 1/4"=1•-0" CREST E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES - e Inv OUTLET 20 AMP I NMLE rots IIOV OUTLET IIOV OUTLET w M CUTLET UPED TO Se1CH CFI IIOV CUTLET EGWSD UNMD PAUL NT4 RI•TER (TATTER RENSTANT TYPE) 220V CUTLET (4) )SIR CONNECTION �C- OFI EW IU4,TRIPMOF OURET GOMM FAULT NTI RR PIER OUITC14 OWTCN S-WAr OPER W4 O UT04 4-"Y OPER b 414" MOUNTED LOUT CEILING LKM4T © LED CLdi Ln NT ©VP LED VAPOR FROM LOUT O VAPOR PROM LOW O11E4LSSSD CAN eVENT. PAN I OM PER Sri. FT. TENT. PIN ION PM w PT. Y POOwt raPECY TOD Or RUORESCBNT bete YIRArP ® ��IO�44TT IRP.CdEEED) AROUND • RO UN RIIRAP AwaND rIMNv }-� ]' FLUORESCENT 4' R.IIOIQaCBIT p --e— G 1 4' TRACK LONT Q PANEL METER O sa SMCKC D[TECTOR YTT BACK.ur YILH9�YAE! rti 1 w WALL MOINTW SMOIE DETECTOR ISAMRAa4uP CARBON MCNGNM �DSTectom M'RR CO4VlCtlO EWLL OE A DOTANCE OF MOT LEES T440N 4' FROMWALL PENDANT LOUT NATURAL AAS OUTLET ► TELEPI10t JACK UN WA q, ATER To ee eLeVATm pja AIR CODITIONZ SON AMU ON DISCONNECT TREVINON JACK 4L OOX e! SUPPORT® M OTO J J-mm MANNED �AS, OWN FOR IBM REa cELMO FANA SNf TO a BTPCRTED M ACCORDANCE OF FO MARRaD AS, PAN FOR INSFUCTION Anna 24• MDANDESCIMT LOUT aTRP n�n�ne x• NcaNOEseINT I. aTRP �nnnnnnn 48' INC.4)OSOCRIIT LOUT aTRP ROOD LISHT w• CPT. sEwRTr KarPAD • PA PuNI-OUTTCN FOR CHINES use FORT • LOCATION OF TV JACKS 4 PHONE OUTLETS A FAN* TO a VERFIED • MOMEOWYR PRE -CONSTRUCTION M@TN6. • ALL 0 4 20 AMP BRANCH CUROATS TO 0E ANRC FAULT PE PROTECTED R ELECTRICAL PROVISIONS, OF POORITN ®ITKfI r]OM) 4 NEC ]IOC ]d4 EDITI04 • 20 AMP DEDICATED LAA94DW CR.LIT. • GPI ° ISLAND (NOT ON KITCHEN CIRCUIT) • DISHUASER DISCONNECT TO OR LOCKOUT N PANEL • BATHROOM ENMANUaT PAN TO NAY! MN. CAPACITY M SO CPI NIERMITTINT PER ELECTRICAL PIROVINOVS M SECTION M0013 PKR ATu ®ITION f]On) • LAUNDRY ROOM REDEPTACLP SHALI. BE o4RprD FAULT cIIR7ur•MlIRIRIlrIeR PROTECTION FOR PERSONNEL NEL ON FEEDERS • WRN6 METNOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIMO OF FISCR rTI4 M t20ni • ALL SOW TO COMPLY WTM ELECTRICAL PROVISIONS M T4E FBOR •TN eD t]OM1 • ALL LAMPS SMALL M MI er.n Br euLDER YID ,x OUP LIa14TINm Oyler ee m,IEwnr ReFlelet4T Tree PER I I ---------- SECOND FLOOR ELECTRICAL PLAN SCALES 1/4' • I' -RID' LED LIGHTING Cap DOUBLE LAV. 15ATH 3 I I I I I a I I I � I I I L I 2 I i LED LIGHTING ® DOUBLE LAV. OUNER'S BATH 1441 N. RONALD REAGAN BI LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 h Ylip ZZ� VV o 0. a BLIHDIV. AC LOT' ABBOTT PARK LOT ##10 BLK ##15 PROJECT 04181.000-10151 MODEM 4EHB "2605-HAYDEN" GARAGE BwINO: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C DATE;- 08/13/20 SCALE: 1/4"=1'-0" SHEET E2 A FIRST FLOOR PLUMBING PLAN SCALE: 1/4 • I'-0' i � J SECOND FLOOR PLUMBING PLAN SCALE: 1/4 • 1'-0' 2' VTR 44 I-V -V, 3 2 MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 h d rr LJ SLTEDIV A. LiOT: ABBOTT PARK LOT #10 BLK #15 PROJECT* 04181.000-10151 MODEL.' 4EHB "2605- HAYDEN" GARAGE 8'VFMG: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C f A $j Cu A ABOUCHACRA NO 93723 DAME: 08/13/20 BCAL.E: 1/4"=1'-0" sklEET P1 HVAC NOTES I. ALL MECHANICAL EGIM"INT SMALL BE PROVIDED WTN PROPER CI.LARANCE, MR SERVICN26 PER MPU3. IREplIItUg'IERA 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS ALL 00 CONSTRUCTED OF A VALUE OF NO LESS TOWN R-S RATNIL ALL SE" SMALL BIS SEALED R M GLASS RAB N MASTIC, AND INSTALLED AS PLR PBc •TM EDITION (MM) MISCFNNC.AL BLDOL CODE SECTION •OA >L ALL FLUX DUCTS SMALL OL APPROVED UL W CLASS I AIR DUCT AS PER NFPA WA 2-3l 4. PRISON APR INTAKES, MW i� NM DE LOCATED CLOSER TMAi W PT. FROM ANY CHI BEY OR VENT CUTLET. OR SANITARY $EWER VENT OUTLET S. ALL EX"*T AND OUTSIDE AIR INLET DUCTS, WLL OE CONSTRUCTED OF SMOOTH GALV. METAL OR 0T4ER MATERIALS AS PER PBc STM EDITION (2011) FICMMMNCAL CODE SECTION 6" •. 04CLON D SUPPORT PLATFORMS SMALL DIS CONSTRICTED N ACCORDANCE TO PBc 6TM EDTION (20IT) MECHANICAL CODE 6M T. BATHROOMS CONTANNb ISATHTU NIS SNOBW. SPAS AND SIMILAR BATHING PDCTUIS SMALL OE MECFWNICALLY VENTED N ACCORDANCE WmN PBc STH EDITION (201T) hEC464NICAL CODE SECTION 4dm A ALL 004AUSTED BATH RI=lk SMALL NAVE UNDER -CUT DOORS POIR MAKE-uP AIR TO BL 0117URN ED. TO EQUAL AIR EXNAUSTED. TL ALL I = RATED CEILNUis AND RIALLS IM.L HAVE AN APPROVED FIRE OR PNWWIOKE DAMPER'S LOCATED AT C K LIN6 OR WALL PENETRATION AND OE SLOPED UTN ACCESS DOORS TO RIFEST DAMPER ALL DAMPERS SMALL BE INSTALLED TO MPG.1lECOMMlNDATIOIS AND FBC 6TM EDTION (201T) MECHANICAL CODE SECTION 60% W GRILLES AND DIIUSERS SHALL BE PROVIDED WfflN SALANCN6 DAMPERS. IL DRYER BOOSTER TO INS A FANTLCM DBP BOOSTER PAN OR LC UAI FANMCM DBP IO DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX LLBOIS. ATTIC LEGEND ® SUPPLY AIR DIMES R RETURN AIR GRILL ® UM49ALL OR I WAY D!lTJSER SOLD LINE• SUPPLY TRIM BIROICEN LINE- RETURN TRUNK ISALANCINb DAMPER OR ODD O C RLINIS EXMAUST PAN C ELINti EXHAUST PAN 8 LIG4R O/A OUTSIDE AIR m THERMOSTAT m PASS-THIUI AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS 1010 EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIGIJID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'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 0SXI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFORM-1 LATFORM CONDENSMLINIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN APROVETI DRAIN,PER FBCR 6TH EDITION (201'i) NOTEN MAIN COND. DRAIN 3/4' DIA. MECHANICAL BLDG. CODE SECTION 30'.2.4 OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS SC 0tIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL COUNTERSIJNK C.O. PLUG BRASS PLUG -�"—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VC, OPTI/SPEC FLOOR SLAB CLEAN -OUT (TY�PN.) FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPN FIRST FLOOR MECHANICAL PLAN er—ALEN 1/4 • P-0' 1441 N. RONALD RFAGAN BU LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-774-4078 wwwAbdesigngroup.com AA #: 0003325 r 0 a atmloly ac LOT ABBOTT PARK LOT #10 BLK #15 PROJECT* 04181.000-10151 MODELC 4EHB "2605-HAYDEN" GARAGE 9VnNG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C L. VS NO W723 DA08/13/20 l'E: aCAL C: 1/4"=1'-0" B*Ecw M1 i ----------J SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . I'-m' 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 Y 4 IL aUBDlde LOT y ABBOTT PARK LOT #10 BLK #15 PROJECT* 04181.000-10151 MODEie 4EHB "2605- HAYDEN" GARAGE 9WING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C AUU V DA L,, 08/13/20 scAL.E: 1/4"=1'-0" aiIEET M2 e�-euo-- ,�cv..o.1� P2X4 TOP PLATE -A T PRE -FAD TRUSS 1/2. CLG. BOARD IT 1,12' DRYWALL TdY SECURE ST. — PLATE TO SLAB W/ lod MASONRY NAIL • 32' Or - MAX FIN. FLR 2X4 WOOD STUDS *24' OG. SLAB NOTE: t)TUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN IS' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE TLUGN 2d' nr 1 _TYP. INT. WALL (NON— BRG. ) D1 SCALE. 3/4'•1'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.IJ CN j' O.S.B. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT—/ I I - —R-4J INSULATION COAT PORTLAND ASTER APPLIED LY TO MASONRY 0'-0' FIN. FLR, L ° ! a A a ° a n W/ WINDOW OPENING ti 5/8• GYPSUM IN OR 1/2, HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL IR' THICK, 2 CEMENT PL DIRECT I.-®. TYP. O.H. �WNDOW ATTACHMENT A9 PER MAT.GIFACTUREB SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS � 24' O.C. e• cm IR' GYP. WL. BD. WOOD BASE S' PIA SLEEVE, DO NOT CUT Pe POND MaAM NpT CUT SOLID GROUT TF! BOND W( (I� - _ OEM1 (2) COURSE IEDARS PIPE THROUGH BOND BEAM D SCALE, 3/4'.I'-D' FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.LI ON j' O.SD. SHEATHING OR}'CDX PLYWOOD SECURED PER FASTENER SCHEDULE .'_ =L 37��I MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J, 0'-0' FIN. FLR a n TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 4:12 TO LESS THAN —14, A 5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE: 3/4 .r-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 496S TYPE Iv, OR ASTM D 6151 A WL i FN. Kam FOR OA! LN ,cm I' We.. U- SR P= SAY 2B GAS LINE THRU BLACK D tcALb w•°ram FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905J.1 ON i' O.SUS. SHEATHNG OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE 1,-0. TYP. MTL. DRIP EDGEJ/� 0H-- 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. LADLE tRU88 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS I 14' THICK• 2 COAT - Pt7RTLAw C 01" PLAWnI t ARM o"1111 LY To MAGM tT Raa vQfK•.iL TRA,cIc MY MALP. FASTOOD TO TRACT[ CRACK M & PRODUCT APPROVAL RaO. C40MOR 09AD v cm Ya aTm Cn tAL FOR 2.6 PT. uD ATTACMD TO RLL CELL AS rM PRaoucr APPROVAL RPA. SaALAW SAGO! ROD UWA m STRIP By 3 GARAGE DOOR JAMBS D1 SCALE: I I/2'■1'-0' —2X4 SPF 24' O.C. MAX.— SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING ®ETWEEN TRUSSES —PER STRUCTURAL DETAILS^ STIFFBACK AT ALL UPRIGAH' PER STRUCTURAL DETAILS PRE-ENG WC). TRUSS CONT. 2x RAT RUN SECURED PERJ� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J,PER ELEVATION 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COATJ-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 4 e e• cra A °a 4• n W/ WINDOW OPENING H R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. Or- 1/2, GYP. WL. BD. WOOD BASE FIBERGLASS SHNGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5J.1 ON I}' 0.6.5. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP• MTL. DRIP EDGE O.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \--•2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK;, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY %l �0'-0' FIN. FLR a B TYP. WALL SECTION NO OPENING �6�1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'"I'-0' 1441 N. RONALD REAGAN SLVD, LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdoeigngroup.com AA A: 0003325 h Y m 0 E 39VSDm (k LOT: ABBOTT PARK LOT #10 BLK #15 PROJECT 04181.001-10151 MODEL: 4EHB "2605— HAYDEN" GARAGE 91TWG: RIGHT PAGE: DETAILS 160 MPH EXP. C j A.A NO DA1'E-- luNT 08/13/20 SCALE: 1/4"=1'-0" >9HEET D1 FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWbJJ ON J' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. R FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS11 ON J' O.SJB. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. ER 24' O.C. MAX. LEVATION 24. —MAX. LEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED ICA I 5/8' GYPSUM BOARD ELEVATIONS ICN_ B b/S' GYPSUM OARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VELD CLG. BOARD REFERENCE I Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.I INSUL. RE E R-4.1 INSUL. STRUCTURAL a w w w WINDOW ATTACHMENT w AS PER tt MANUFACTURES SPECIFICATIONS —REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR n 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING I/!' THICK, 2 COAT K GLUED AND NAILED IR• THIGIC. 2 COAT SCHEDULE PORTLAND CEMENT d AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO j MASONRY R MASONRY w R IX2 FIRE -STOP LEVATION IX2 FIRE -STOP 7kLEVATION SEE STRUCTURAL SEE STRUCTURAL OLVER4,PER IfElIRVATION L V TION 5/8' GYPSUM BOARD 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD R — — — IE V T—TION IX2 FIRE -STOP D(2 FIRE -STOP R-4.I INSUL.\\--R-4.1 INSUL, 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. PURRING 8TRIP8 • 24' O,C, B' CMU 1/2' GYP. LLIL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY DO FIRE -STOP Ix2 P.T. FURRING STRIPS • 24' O.C. 5.OMU 1/2' GYP. WL. BD. WOOD BASE � L a a n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 r 7 V h o SV25DIV. to LAT: ABBOTT PARK LOT #10 BLK #15 PROJECT* 04181.000-10151 MODEI.t 4EHB "2605-HAYDEN" GARAGE BWDCG: RIGHT PAGE: DETAILS 160 MPH EXP. C TDLh DO P.T. • CENTER O/ DOOR HEADER SECURED WV (1) V2• X S' J-BOLT W( 4' MN. EMBEDMENT UV 7' X 2' X VI' WAHBR t NUT OR UI/ (2) V2' X V ANCHOR BOLTS V6' WASHER t NIJT 8 "CLIMB 2.4 ON R.AT TO BLK R UV MASONRY W NAILS. 2X6 GARAGE IlW RR 6= SECURED UV (6) V2• X V J-BOLT OR ANCHOR O ® S-T8, UV 4- MIN. 1E18EDMENT, Lw 2- U] X 2• X Iw MAHER 4 NUT. (U WITHIN V O° TOP. (U WTHN V OF THE STM, (3)EVENLY 6PACED. d m NOTES, ALL ANCHORS BNALL BE N ACCORDANCE TO MANIFACTURR'6 SMTALLATILN RMTRUCTU" 0 ERE fyv-., VATM1 Tie*& d R STm.YiENT GARAGE DOOR (BUCK ATTACHMENT .�. y- 8' cm DRYWALL I'X4' OR VX2' P.T. NAILER Ix4 P.T. OR 91X4' MIN. SECURE THRU FRAME 1 EXTEND 1-Y4' INTO BLOCK W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I -A' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMD JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BLACK +3 4 OR +5 4 A SCALE: N.T.B. 2X4:m SECURE TO BLOCK W/ 116' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8. OF EACH END 4 18'O.C. MAX SPACING. 2X6,m SECURE TO BLOCK W/2-Y.' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 MIN. EMBEDMENT 14') WITHIN 8' OF EACH END 1 8• GMU 18' O.G. MAX SPACING. Yj' DRYWAL 2XB,m � 1'X4' OR SECURE BLOCK WR-i(.' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR ) TT'� WITHIN 8' OF EACH END 1 L I'X2' P.T. NAILER TO CASING TAPOONS JAMB OR WINDOW 2X4m SECURE TO BLOCK W/ V*' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IB' or -MAX SPACING. MUST SE ON OUTSIDE 1 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL Y.- TAPCONS TAPCON MIN. I-Y1 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 e, CMV MIN. EMBEDMENT I Y4) JS' DRYWALL WITHIN W OF EACH END t VOL. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2X8:m 11 SECURE TO BLOCK W/2.%, $.X 4' MN.TAPC,"(MIN.SHAM, SIZE .145 CASRJGMIN. �A. HEAD SIZE 300 BR OW MIN. EMBEDMENT 1 Y4) TO 2X PER WITHIN 8' OF EACH END 1 MANUFACTURES DETAILS. IS, O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) D0WI JANDOW BBDKK +li IS B1p" C SCALE, KTA. 2X4,m SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHAM, SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IW O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WIJ-%' NON-STRUCTURAL Il(r' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) e, CMU WITHIN V OF EACH END t )4' DRYWALL 12 O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK WR-%' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I V) ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMS JAMB (00 NOT EXCEED Y4) DOOR VWDOABTO BLOCKK+22114$" D '� SCALE, RT . 2X4m SECURE BLOCK W/ W6' (MIN. SHANK SIZE .145 MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN B' OF EACH END 1 NOTE: STRUCTURAL ZX 18. O.C. MAX SPACRJG. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WFJ-Y.-NON-STRAL UCTURY-' IS TAPCON MIN. I-Y4 (MIN. NK SHASIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMl MIN. EMBEDMENT I Y49 • DRYWALL WITHIN 8' OF EACH END t 18' O,C. MAX SPACING. ❑ X4' OR VXV P.T. NAILER 2X8tma SECURE TO BLOCK Wn-%' (AMIN. DOOR CASING SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER IS' O.G. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" E -WINDOW TO BLOCK +3" SCALE: KT . 2X4= SECURE TO BLOCK LLV V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST 15E ON OUTSIDE t 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-11((,' NON-STRUCTURAL• .1 SHANK SIZE TEMBEDMENT SPCONB(MIN. INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8• cm 8' OF EACH END 1 li' DRYWALL 18' O.C. MAX SPACING. D VX4' OR VXV P.T. NAILER SECURE TO BLOCK SECURE 2X SECURE TO K SIZE TAF'CONSIMRJ. SHAM, SIZE STRUCTURAL MEMBER .145 W/(2I2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t 6' TO V O.G. MAX MIN. EMBEDMENT 149 "--DOOR CASING WITHIN 6' OF EACH END t DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" W TO BLOCK + F' SCALE, N.T 2X4m SECURE TO BLOCK WY4 TAPCONS(MIR SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHIN W OF EACH END 1 MUST SE ON OUTSIDE t 18' O.G. MAX SPACING. SECURED THROWN 2Xi,m NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. 144' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , CM MIN. EMBEDMENT I Y4') li' DRYWALL WITHIN W OF EACH END 4 18' OG. MAX SPACIW3. 'X4' OR I XJ' P.T. NAILER 2X8m ❑ SECURE TO BLOCK WA-1/4' 7b O.S.B. X 4' MIN. TAPCONS101 (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 14") DOOR JAMB OR WINDOW WITHIN S' OF EACH END 1 ATTACH TO 2X PER 18' O:C. MAX SPACING. MANUFACTURES DETAILS. I/tf,6 M1 Y,�p TO!{IT�.AM� nX! Itll R7D x') DOOR JAMB TO BLACK +3-7/16" WNDOW TO BLOCK +3-7/16" v SCALE: KTA. 2X4,m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 1 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6,m SECURED THROUGH SECURE TO BLOCK WI-1/4- NON-STRUCTURAL W6' TAPCONS TAPCON MIN. 1-)4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') 5' CM WITHIN 8. OF EACH END 1 x' DRYWALL 18' O.C. MAX SPACING. VX4' OR I'X2' P.T. NAILER 2X8,® SECURE TO BLOCK WA-114' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN V OF EACH END 1 TTACH TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 3/4" R[NDO11 TO BLACK.+3 3/4" as SCALE, N.Tb. d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407.7748078 FAK 407-7744078 www.abdesigngroup.com AA 6: 0003325 y Y a7u• ti a SVL3DIV. ,Be LOT ABBOTT PARK LOT #10 BLK #15 PROJICCT/I 04181.000-10151 MODEX.: 4EHB "2605-HAYDEN" GARAOR L9TfMG: RIGHT PAGE; DETAILS 160 MPH EXP. C 1 8CALE: 1/4"=1'-0" 1 D3 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 F8CR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10442.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/32/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 F118644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-R5 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-W EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDEUTE 2017 FBCR 12/31/2020 FL9223.5-R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 F8CR 30/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/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 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/26/2020 d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdesigngroup.eom AA #: 0003325 is 7 io g J 6S atyl D:v ae LOT: ABBOTT PARK LOT #10 BLK #15 PIRIOj= 0418 .00t-10151 MODMIA 4EHB "2605- HAYDEN" 0ARAGZ OWING: RIGHT PALM PRODUCT APPROVAL LISTING 160 MPH EXP. C OLIC.D WWO • R.A OPr.A WIAIO 2. CPSWE • rr. e s. CXAes • R. C J- TT• Oi•a.D wwo•M.a L Caw • rr. e ® t NOLD NIAIC • R. 7.CWAee•R.e f. C NAM • rr. C e TLL rr. C TauC+u .Cr,C, RAtm 1.;io�> R4� "Tom Tkaw amoff. yr ! COAT wTAu urxart M1J1 — AT e — QI Q KICKOUT DETAIL WAmt "*ff 0.4. fowm Cot GOLOMD21iffC WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFNJALL SCREED ? 5'X5' 'L' TYPE CONTINUOUS GALvF Z (NAIL G METAL FLASHIN (NAIL TO ROOF DECK, NOT WALL SHEATHING) N CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 411, STUCCO WRAP) UJRB LAYER 12 (FORTIFIBER — — ------- BUILDING PAPER) METAL LATH x—x—x—x STUCCO L L' ' SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.7.1 / A5TM C-541-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdosigngroup.com AA #: 0003325 4 aloOMBDIv. Z LAT ABBOTT PARK LOT #10 BLK #15 PROJECT# 04181.000-10151 MODEU 4EHB " 2605— HAYDEN" GARAGE SWINO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 L55. PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP i SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP t SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.B. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I �-ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-2 OVER 6m MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 e' WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING \ MEMBRANE FLASHING STEP #2 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING t 0 FLASHING OVER APROVED HOUSEWRAP \ WRB LAYER M, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING `WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-174.8078 FAX: 407-7744078 www.abdosigngroup.com AA A 0003325 ro 0 kJU44 Ii SUBDIV. ae IAT: ABBOTT PARK LOT #10 BLK #15 PROJECT 04181.00 -10151 MODZU 4EHB "2605-HAYDEN" GARAGE BTIIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - z'�`k CORNER BEAD (FASTENER 4 SPACING C cMu THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1q-B CORNER BEAD Ca? BLOCK 1441 N. RONALD REAGAN BLVD L0NGW00D,FL32750 PH: 407-7748078 FAX 407.7744078 www.ebdesigngroup.com AA #: 000332E Y 04 svDas LOT: alV ABBOTT PARK LOT #10 BLK #15 PROJECT* 04181.000-10151 MODEU 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) U1R5 LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2B LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD, CONSTRICTION BOND WOOD SNEATHM6 WEATHER RESI61'NE MARReR q WEAR RESISTIVE 3eAiP e1DnvG i I / \ �A6Nrt -ADWERM IWI i R6.AGWM HER1N3 f \ j WEAHER �SISTIVE BARSTARTER STRIP / \\ \\ 4 I■R RESISTIVE MAJI\♦ y 6' SELRAOHERMG 12� on\ _ PLA6HM6 \ GALV'D FETAL GALVIO METAL '2' PLASHM6 '2' R.A8NM6gp on IWglraOxD TRIM I ER / LLI�OD6TRW'1R GAP \ •:'.:. / OR APLLKNO PROVED SEALANT SIDING TO STUCCO 0 BLOCK TO FRAME 1 n�- _TRANSITION WOOD SHEATHMG— WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE —1 DARKER n WX''RTEv`ELAPALL ORom+ai� BOARD 4 BATTEN 6' 6ELP-AOHERMG--, PLASHMG STARTER STRIP ��>CALK °R� WARDIE TRP'I PER—�' ELEVATION / \ / HARDIE TRIM PER ELEVATION \� •'�� / GAP W/CAULKW. OR APPROVED SEALANT 1125 SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION i i 3 6��-ODHERMG `DARRIERSO 818TIVE WEATHER RESISTIVE DARKER 7 y R +MADHERN6 GALw FETAL 2' PLASHMS 4'F ►�G?�°'e 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 avHDly ee LOT ABBOTT PARK LOT #10 BLK #15 PROJECT* 04181.000-10151 MOaEI1 4EHB "2605-HAYDEN" GARAGE SKIN0: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ! Y \\\ -----------------------------+ --------' I 2x& SUB-BANb W/1'x4' NOTCH ------------ ' \ , END, WRAPPED IN PEEL 4 STICK DRIP EDGE ----------------- - -------- -- ---' 1\ I \ I/8' P � 1/8' TEXTURED 01 FINISH 6 WOOD i \\ 1 1/S' 1/2' TEXTURED \ FINISH a CMU \ I lll / / \ 1/6' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • Cm METAL LATH METAL FASCIA WRAP .. WOOD SHEATHING OR CMU WRD LAYER 01, STUCCO WRAP(FRAME ONLY) WRB LAYER 4, FORTIFIESER auILDING PAPER (FRAME ONLY) 2X6 SUB BAND—/ROOFING CEMENT DRIP EDGE METAL FASCIA \ 11 WRAP Ya' FROM \ r STUCCO, I' FROM \\ WOOD WALL \ ,a \ EXTERIOR WALL \\ / (FRAME OR CMU) \ is NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ i ®ELEVATION ®PLAN A © FLAN E5 'l- METAL KICK OUT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) P EDGE, I' OFF WALL T INTO STUCCO) i— '1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH m CMU \�2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/14'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL (9) WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.ebdesigngroup.00m AA M: 0003325 � 34 TE-, 28'-2" 3'-6" 8'-0" 0 TOP OF SLAB m 4" CONC. I - WE a. w SLAB )0 3 O0 w n n 1.1 --------- FM-16x18— —'--- 1 11'I-'----4--) it 1.1 it .1 10'-0" 11'-8" 11164" S. i' /'4" PVC I it CHASE Im ii mI m m TOP OF i iI rn LL SLAB U I p4 N II o O II I It 20'-5" T5" w 9 it 11 i CW-12x12 1'1 z - r�1 O I It F-2 4 o n Im 1Liiz-1 1( Niiy I— W 6u— o m p — olld I In UP T02NDFLOOR q N °4 LLO �'j� aii� I (FIELDVERIFY C u' 0 I I liw mil 8 EXACT LOCATION) pY 8 y 1.1 I 6 1.1 3--0,- I 0 ,., // TRANSFER STEEL m / @ 24" O.C. MAX @ N I � 2 I 0'-0" FIN. ELEV. SLAB I I I�CONC. (BSI 10" 16'-0" L — FM-16xl8— Io 4 4 1.1 9 8" 8" 0 m m FM-16xl8 I�-v tqo FM-1 �X1 fV � iV FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-M", SEE SURVEY PLOT FOR NAVD. 5, PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATED #5 BAR, MINDICATES #6 BAR,WNDICATES #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 A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS W1..I A OVER GENERAL 31/2" 16xS 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOPREINF. T.O.F. SHORT LONG FMA2x18 12" CONTINUOUS 18" - (2)#5's FM-16xl8 16" CONTINUOUS 16, - s _ (+)0"-0" FM-20x18 20" CONTINUOUS 181, - s (+)0"-0" FMC-16x18 16" CONTINUOUS IS, - s - VARIES CW-1202 12" SEE PLAN 12" - s - (+)V•-0" CWC-12x12 12" SEE PLAN 12" - s - VARIES F-24x24 24" 24" 12" s s + 0".0° TEA 8" 1 SEE PLAN 8" - s (_ 0"-4" 1441 N. RONALD REAGAN BL LONGWOOD, FL32760 PH; 407-774-6078 FAX 407-774.4078 www.a bdeslgngroup.00m L AA #: 0003326 Y 7 b O i >JVHDIV. Ce LOT: ABBOTT PARK LOT #10 BLK #15 PROJECT# 04181,000-10151 MODEL: 4EHB "2605- HAYDEN" GARAGE EWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30' MIN. EACH WAY MONOLITHIC FOOTING z ++ 1, Z STEEL REINFORCING IN GROUTED g STEEL REINFORCING IN GROUTED ([' -' — - — r CELL SEE PLAN FOR SIZE AND d C CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS I v— b Q SPACING REQUIREMENTS ¢� U .I 1vs •w. ... �( GARAGE DOOR (W'k a1 W r8 �a W RECESS m J mM Q FM g� w Z 2- 8' CMU WALL O 8" CMU WALL ! . CORNER BARS, SAME SIZE AS LARGER BAR I w = B+ O io b �� - Z — +- 0'-0' > °I IN FOUNDATION WITH 30" LEG EACH LLI b +" 0-0' _- d°V#" J WAY AT ALL CHANGES IN DIRECTIONS N tYt TOP OF SLAB ° - - TOP OF SLAB ( � SO THAT THE STEEL REINF. IS CONTINUOUS I ,/�" MATCH AMOUNT OF CONTINUOUS BARS CURB FOR ° a. 4 EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4"CHAMFER (1-STORY) ° EXT. PORCH SLAB - VARIES � SEE SLAB SCHEDULE TOP OF GARAGE o. LL CONTINUOUS STEEL MONOLITHIC I - • FOOTING REINFORCEMENT SEE SCHEDULE Z;p. MASONRY UNITS SET AT ELEV: W/ 1l2" ISOLATION JOINT (WHERE # # 8" CHAMFER (2-STORY) #3 18" #4 24" WI 1l2" ISOLATION � 4" CHAMFER (I -STORY) I � 6" CHAMFER (2-STORY) `—'j ; ° 0•{p APPLICABLE) z - SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) EE SCHEDULE Z ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE #6 36" 36" FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #T EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34'=1'4r 2 @ GARAGE SCALE:34"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=V-0" SCALE: 314"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ i6d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE I PLANS FOR SPACING. SINGLE j N NEW REINF. BAR BTM. PLATE TO BE PT. SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED 4. I EPDXY. MIN. EMBED SLAB' /t'd MASONRY GALVANIZED PIPE $ 8", UNO NAIL 16" OIC STAGGERED. W/FLANGE @ BASE 2 FOLLOW ALL MANF. ADDITIONAL METAL 0_ I SPECIFICATIONS FOR USE AND CONNECTORS NOT REQUIRED WHEN NO o PREPARATION OF w UPLIFT IS PRESENT. HOLE. Z K SEE SLAB SCHEDULE SECURE FLANGE TOui Q SLAB W/(4) 1/4" X 21/4" TAPCONS �'QQ" TOP OF SLAB . 4" CHAMFER (1-STORY)6"CHAMFER (2-STORY) =AND ULE SIZE NTITY ADDING BAR TO p INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION V SCALE: 3/4"=1'-0" (NO UPLIFT) ( � �- 6 SCALE:3/4"=1'-0" 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 LAP TO OCCUR OVER STUD OF WALL Wl PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 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 W/10d MASONRY NAIL a: SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. U ADDITIONAL METAL CONNECTORS NOT 4 m REQUIRED WHEN NO /n Z 8" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) Q TOPOF SLABI$o 4 TOP OF SLAB SEE SLAB SCHEDULE•��+"'°tie 2XWALLFRAMING -0'-0'1/2" SLAB4• DIA. SIMPSON STB2 BOLTS S' MINIMUM EMBEDMENT INTO ENDS 116"0,C. EXT. PORCH SLAB SEE SLAB SCHEDULE CHAMFER (1-STORY) ZwTOPOF BAR SIZE 48 BAR DIA. > 44" M OGROUTED 18" CELL, 4" FROM AND W/ 112" ISOLATION 6" CHAMFER (2-STORY) #3 O VERTICALLY MAX JOINT (WHERE #4 24" APPLICABLE) Z MATCH STEEL #5 30" SEE SCHEDULE 6" PVC CHASE REINFORCEMENT PER SCHEDULE #6 36" 6" PVC CHASE THRU FOOTING FOR WxD, BAR SIZE THRU FOOTING #7 42" AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE scALE:3/4"=1'-0" (NO UPLIFT) BLOCK WALL CONNECTION 181 THRU FOOTING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" d N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 a fBVHDIV. ae L,OT: ABBOTT PARK LOT #10 BLK #15 PROJECT* 04181.000-10151 MODEla 4EHB "2605-HAYDEN" GARAGE BVFMG: RIGHT PAGE: DETAILS 160 MPH EXP. C DATE' NT 08/13/20 SCALE: 1/4"=1'-0" SHEET S1.1A TIE VERTICAL REBAR TO HORIZONTAL REBAR W! 10" HOOK Z .ROUTED BOND BEAM VARIES PER ELEV. •- -J, Z a. i O CLEAN OUT REQUIRED Q FOR INSPECTION •- I TIETVERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z#3 18" LU > #4 24" #5 30" HORIZONTAL/VERTICAL 1 REINFORCING SCALE: 3/4"=1'-0" OW > a. NEW REINF. BAR tYy SECURED W/2-PART d I EPDXY. MIN. EMBED g 6", UNO _ ¢ W FOLLOW ALL MANF. SPECIFICATIONS FOR = a USE AND ¢� PREPARATION OF Z HOLE. 4. STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=V-0" OFFSET METHOD CONTINUOUS BARSIZE 46 BAR DIA. #3 18" METHOD 94 24" HORIZONTALNERTICAL #5 30" #6 REI/4"=NFORCING 2 #T a2" -all 42' #5 BARS a �. 8" " CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 J 0 4 w i 0 evzSIDIV ac LOT: ABBOTT PARK LOT #10 BLK #15 PROJECT# 04181.000-10151 MODEL: 4EHB "2605- HAYDEN" GARAGE SOWING: RIGHT PAGE: DETAILS 160 MPH EXP. DATE: 08/13/20 SCALE: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ' x 2 7/8" LONG. WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0•, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK REMARK CE8SiiR F-TION (D (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) WXHZE , REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x16 (1)#5 (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 8x6 (I) #5 NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `RwPGMIS SAFE LOAD - POUNDS PER LINEAR FOOT `11w-0— SAFPL LOAD ♦� SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SUS eFem woe f+2� aphis eP+� n1e-1e e2oow *20.10 WH eP24/e WA&M ~111 wan i o TYPE LENGTH ✓ UO OF$ ROMU TYPE LENGTH wtt 1F62T a"att Mtba eF,a,7 1N1#T eFxin ow27 ePw-n was-F IPZ&1T waaQu wDt7 012-V 3'4i• (42") PRECAST 2291 30M Vie 61M awl "m e01e 1wM 3'4T (421 PRECAST 102b 1024 1688 3'-0• (42-) PRECAST ten net UN 4304 aaw M32 7wi 30n 4e06 $11a Tan wN Nwt iNw ,= N16 aew Ialt em MN loot r-0' (48') PRECAST 1986 2w1 2751 3M0 41M GM 71114 awl ro- (48') PRECAST 786 763 1809 r-0• (48-) PRECAST law 21w am Mo 4m Mo e01a taw 4e06 a113 Tan NN low lfaw taw ewe Saw 3M6 4ew wie e�ae V-r 64 PRECAST ( '1 iD9 ten 2110 m1 3na 4a71 awl m4 1-0- (84� PRECAST BB2 691 1073 4'-0' (64� PRECAST ,m taw 27n 3aR 4ata 4111 nw "w 43M eHa 71n am fowl ilea t2n not VO? S376 403 4711 em 6'<' (84-) PRECAST 1217 +30 14N /10 2w0 31n NM wn B41' (647 PRECAST 411 411 745 8-- (84-) PRECAST 1048 1711 ma 2a1e Ta n 3eM 4122 ion 3080 GM jcla 1016 ,77e 2m NN Nn aft 4aa 6'-7C (70') PRECAST 1082 1106 1173 10/ w10 Noe Saw 3470 6.70- (M PRECAST 340 330 818 8.10' (7a') PRECAST 1 Mn awa i4M m4No 7tw 7tM am m ,ea Nw Nn M ato7 am 033 s,N ae' PRECAST WeI= 1m 2177 SW 3w1 Mn 43M awl a4T QB') PRECAST 607 721 496 C-0- (761 PRECAST M. 1 um Sri "n 34w wM re/ rn as IW 100 1 taw 1 a1/ I m+ 1715 T4T PRECAST 743 Oil 1720 2m 2200 2M/ 3111 8wa ( PRECAST 42A 634 383 T4T (SO•) PRECAST 7a 2w6 Zen me toll Ira 21M 31M am 8W 6472.1T-0' IV nw law ww one 2127 3m a-4• 11 PRECAST ( 2") 664 aN nw two m4 wr •2010 38w a-- (1121 PRECAST 828 612 290 8'-P (112' PRECAST m 7w 11 ip4 N7 MM 2w0 7w ,3N ,wa 7ew wM ww Mt m fate ,w ,aw 22e1 m1 toe (126) PRECAST 475 er M0 tan awa an Mr me 104r (12r) PRECAST 284 401 180 1a4T (128•) PRECAST 6w en oN 1+M , a"t on ,aw 1we 20n zm 4764 m w ,/10 ,4T/ ,lea 2w6 taw 11'�' (138� PRECAST 382 M. IN 731a ISM 24w 31V 40M 114- (13n PRECAST 280 452 154 114- (138-) PRECAST 474 004 NO 70n fa iM im w2 eN tan 1aN aW 1,a 40w 408%1n t 1m 1W lemw Mn 12'-0' (144� PRECAST 397 ew 173 12w 1w4 Mn Sew San 174T (744� PRECAST 24/ 402 197 17-0' (1447 PRECAST 470 4w 7w oN 11 1 tan 540 na 17e1 ion MM 2aw 31n 4w m M. Im 1 1Ma. wn iY-4' 1 ( eD-) PRECAST 298 471 70 NN 14M ,an nit 9m 19'-4• (160ry PRECAST 217 374 Ito 1S-Y (760") PRECAST 416 N0 w7 in aN 1 13n 47, m 10n 1421 I= nit wN 4w 4n 7M Iiw 14 ion I#-W (16n PRECAST 279 4w m Ian ,3n ten Ma me 1r-0' H887 PRECAST 206 299 100 U'-0' (ION) PRECAST m 386 sea 7w m 1n0 4M 7w Ion +m fan 2 7r0 4w m 717 10n 1 110i 14'-0' (i7B� PRESTRESSED N.R. NR tat N7 NR Ni NR Not (17r) PRESTRESSED N.R. 284 91 14'-8' (IM PRESTRESSED m 3w m ew m m ew ar 7 ale tat 1131 I7w 4r 7M 7a70 1m 22N Zen 2712 IV-4- (1841 PRESTRESSED N.R NR NR o Ni Nt NR NR NR 16-r (1641 PRESTRESSED NA 269 63 164' (1841 PRESTRESSED 2w ne 313 m 4M eN m on 7M 1 aft 1 ter Mx Mo 1 +m ww zm mta iT�' (2oe') PRESTRESSED N0. 1R 11t NR IM NR Nt tw Ir4- Wn Ps"TRE89FD N.R. 194 64 1r4- 12069 PRESTRESSED 1n +n In m 406 we m 7M m t m tm M3 wh m m m ,m few 71M wa 14.4' (2a2") PRESTRESSED N.R NR NR !w Nt Nt NR NR tad- Mn PRESTRE'89ED N.R. 146 62 1a4- (232') PRESTRESSED w2 in m m 3M 4w 4a en en w1 wt to 1. m 4w Teo 1017 tm ,at6 t7te 21'-4• (25n PRESTRESSED N.R. MR NI Nt NR Nit NR I N1 21'-C On PREURE88ED N.R. 125 42 214' (2501 PRESIRE86ED 747 204 m m 410 wa er 100 w/ an au 1111 law Ion 142 m 37a ea rn an 10411 22'-0- CM-) PRESTRESSED N.R. NR Ni Nl Nl NI Nl NR my Cm.) PRESTRESSED N.R. 116 40 W-V Mo') PR�7RESBED ,n to m 1'A 4M eN aw iN 3N aw 7N ton 12N 1aM N7 m m 513 m woj mot 2P 0661 PRESTRESSEDA1w MR Nit N7 W-0( PRESTRESSED R. 91 D '-06n +w 1 m 31e 40 4" Nm2 wpoaw m 4M (#)THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT RESAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CABTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE OMNI" 4.OF BEARNO PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DNISION ACCEPTANCE #: 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdeslgngmup.com AA*:0003326 A Y ABBOTT PARK LOT #10 BLK #15 MODMIA 4EHB RIGHT PACisC: FIRST FLOOR LIFT BEAM PLAN AND NOTES 3 1 SCALE: 1/4"=1'-0" 1 s2 NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 19' #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 BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN 9 #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOMINAL—:� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1T/1M/OB INDICATES A DOUBLE BOND BEAM AN O XFXX - iT/OM/OB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/iM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 05 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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. # O F #5'S, ,IN 2ND BOND BEAM COURSE �,_B # OF #TS, BOTTOM PLACED IN LINTEL WINDOW PRE-CAST•31AT' WINDOW SILL Z !SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 BDALE:, ,/2"=i'-01 1/2"=1'-0" SINGLE #5 CORNER 1 BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM BONOBEAM 1#5 TYP. 8"xl6" BOND BEAM,.': 1#5 Bxl6 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BARIBOND.. .ti: BOND BEAM SOLID FRTOP LINTEL TO TOP OFOPENINGBEAM, IF FILLED SEE NOTE 58x8 PRE -CAST CLINTEL Wl (1) #6 LENGTH OF BAR OF MASONRY OPENING-2"BEAM DESIGNATION OR8x8 PRE -CAST CE LINTEL, W/O STEEFERTO PLAN FOR LO rno . WOODSEM" fAB1E11ERSPACNO 06 =2" MIN, 2 }" MAX s. = 2 }" MIN, S" MAX (4294 &=1}"MIN, 2}"MAX ea = }' MIN, 2 }" MAX 4 =2' MIN, 2 }" MAX s.-2}"MIN, S"MAX M2d &=1}'MIN, 2}'MAX e. = }" MIN, 2 }" MAX 8. =2" MIN, 2 }" MAX s.=2}"MIN, S"MAX M2XII & =1 }'MIN, 2 }" MAX e.=}"MIN,2}"MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST i }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW & = SPACING BETWEEN ROWS OF FASTENERS %= EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 0 SCALE: N.T.S. 1441 N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeaigngroup.com L AA #: 0003325 2 � b C is ti IA VHDIV. & LOTBBOTT PARK LOT #10 BLK #15 PROd10CT# 04181.000-10151 HODZIA 4EHB "2605— HAYDEN" GAM&GI4 DMING: RIGHT PAG10: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE FABRICATED W/ A 2x6 STM. 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK E & SIZE BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 Yl'-4 yz") SYP. HTT4 W/5/8" DIA x 5" 5/631A PT., WOOD POST EXP. BOLT r---------i ( FIRE L— — — — — — — J FORBLO NAILER a�- —wi—FOR DRAFT PRE-ENG. STOP FLR. TRUSS - ELEV. VIEW PRE-ENG. FLR. JOISTS 3/4" PLYWOOD) DRAFT STOP PRE-ENG. FLR. JOISTS TNI 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS Bull TO CML SIMPSON LOUM4S3DS W/ TITEN HO ANCHORS AND (4 SDS SCREWS TO BM1, BL( PLYWOOD EA 80 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" WOIST i N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 a °py 3 � O 1W Q aVBDIV as LOT ABBOTT PARK LOT #10 BLK #15 PROJECT#L 04181.000-10151 MODEL 4EHB "2605- HAYDEN" GARAGE 8TnNG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH E)QC ql) SIMPSON HETA16 TRUSS ANCHOR WITH (0)1 Od x 1 } NAILS TO TRUSS -(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 J" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETAi6 TRUSS ANCHORS WITH (12)16d x 3 }' NAILS TO GIRDER ?, 2x WOOD FASCIA E ARCHITECTURAL SECURED W/ (3)16d ,LV. COMMON NAILS. ? SECURED W/ IOd ,LV. COMMON NAILS ' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'-W MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, 1-:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS 12 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) �$ B1YC1®t6LOCK TIIpQ�6 4500 3WWOOD PANELS 6000 (2)1/2" WOOD PANELS 60 (2)12' WOOD PANELS 90 2. LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 112" HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. I -JOIST CONNECTION @ L.B.W. Y BCALE:3/4"=V-0" (NO UPLIFT) OUTER 113 ( SPAN ONLY PLATE DEPTH 114"0 —HOLE EDGE >5/8" —HOLE DIAMETER < 2/5"D SGL. STUD STUD NOTCHING AND BORING LIMITS EDGE >518" HOLE DIAMETER < W5"D DBL. STUD ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —� TRUSS ANCHOR WITH (9)1 Od x i }'NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFMJALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x W-O" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �—A-(1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN WITH (4) J" x 5" TITEN HD TO CMU AND (12) SOB �' x 2 e TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) } x 5" TITEN HD TO CMU AND (18) SDS }" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED Wl (3)16d GALV. COMMON NAILS. (2) }" x 5'TITEN HD TO CMU AND (18) SIDS }" x 3" 1x2 SECURED W/ tOd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" 0/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) TI /500 3/4" WOOD PANELS 8000 (2)12° WOOD PANELS 80 (2)1/2' WOOD PANELS 90 2x LUMBER LSTA72 20 GAUGE W/ 10, 112 HOG COMMON NAILS. EACH END TOTAL OF 10 LVUI-JOIST WITH BACKER BLOCK HT74 W/ 518" A.B. WITH Llvj MIN. 7" EMBEDMENT TO SLAB & (18)'6d x 2-1/2" NAILS T.P.- POST T., TO SIT DIRECTLY ON SLAB44. LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4— WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-M" GALV. NAILS, TO JOIST FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS WI (2) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER AND (2) 1 Odxl-iM" GALV. NAILS TO JOIST FL#17241 C - SIMPSON MIU3.56/16 G < 29M LBS, U < 210 LBS W/ (4) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24)1Bd GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST FL#17241 ❑ - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.76/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)1Odx1-1/2" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0" 6'-0" MAX (W/1X4) �,OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON — HTSM20 W/10 iOd TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0" O/C —� --END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" 0/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �+ �L /+ INTERSECTION TYR BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 24 24° MAX. w/ WOIST 8" END SPACING 8" MAX. END w/I-JOIST T SPACIN SEEF MINGPLAN TYP TVP P NO OF MA% MAX MAX LEDGER 80. 12' IXP. (2) 2xB SYP P.T. d FROM (2) 2X12 SYP P.T. 3/4' IXP. BOLT/J-BOLTW/2" LEDGERBOARD W EDGE LEDGER BOARDTO BOLT/J-BOLT W/2' WASHER & 51/2" TO BE USED 1. ENSURE THAT EXP. BE USED WITH WOIST WASHER & 512' MIN. EMBED. (TYP) WITH IOOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (/YP) INTO GROUTED CELLS, 8" ALL AROUND BOLT, FROM 2. SPLICE OF FROM AND REAR LEDGER LEDGER SHOULD LAP A MIN OF Z 4'-0', Z 3. ALL BOLTS TO HAVE WASHERS (2) 2Xi2 4. EXP. BOLTS/JaOLTS SHOULD SYP PT NOT BE ANY CLOSER THAN 8' O/c. i 5. ONLY LEDGER IN DIRECT i R (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END BPApNG CEN(RAL>�AC91a A DOUBLE SYP 2X8 1/2" S" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. 10 I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30--1" TO 60'-0 (3)'X' BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END, 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (ASPER� TRUSS ENG) SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT, PLATE TO BLK W11/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's B" O.C. MAX CONT. 2X4 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED Q 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 314"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS__ SCALE: 3/4"=V-0" • 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407.774-6078 FAX: 407.7744076 www.abdeslgngroup.com AA #: 0003325 F y M � a 0 BVHDrv. & I40T ABBOTT PARK LOT #10 BLK #15 PROJECT#1 04181.000-10151 MODELa 4EHB "2605—HAYDEN" GARAGE 8TfWQ: RIGHT PAGE: DETAILS (I —JOIST) 160 H E . C a:*. PUNT DATE* 08/13/20 BCAL.E: 1/4"=1'-0" BitEET S3.1A NOT USED 1 SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. (JOIST LVL PLATE STRAPS W/ 10d x 1 12"HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-V' 8" CMU WALL REINF PER PLAN PER ELEVATON <L OZ p OOQ PER ELEVATION N I MASONRY NAILS @ 12" O.C. 1X2 FIRESTOP -i`-i`—$8 #8 WOOD SCREWS x 2" LONG @ W O.C.; STAGGERED OFF CENTERLINE 3/4"AS SHOWN oil �4„3/4" SCREW EE PATTERN FRAMING SPLAN) DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 3/4"=9-0" WOOD LONG @ 3" 0 C.: z 2" STAGGERED AS SHOWN DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, i O/S3.tA. 41 R CMU WALL I EINF PER PLAN PER ELEVATION LLO 3 r SCREW PATTERN 3 10.. taR PERELEVATION 24" M (JOIST (SEE 2x4 P.T. CEILING FRAMING PLAN) NAILER W/ MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL XRIOR WALL .Z1, E: 3/4"=V-0" (D412�— NOT USED 5 NOT USED NOT USED 6 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) O.C. TRUSS (TYP) @ 24"MAX a 2X4 DIAGONAL BTM. CHORD ELEVATION 64 BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" 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 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS WI (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING, SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE �o• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 12"GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/(2)tOd's@EACH FILL 10d xA3LHOLES,DO NOT USE 1/2"WASH R SETWEDGIN HCHOR HSTREN" WASHER SET IN HIGH STRENGTH POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-12" EMBED. MIN. @ 16" 3101:1 S(�)TRUSS/WNOOD OC MAX, SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 TRM POST CO,,,ECT,D,1 SCALE: 3 4"=1'-0" a• a. A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • # B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8— A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SOB TO POST TRUSS CONNECTION L.B.W. 9a gb POSTT08LA8 QONNIQMON SCALE: 3/4"=V-0" A&B - 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/ 6/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-1/2" NAILS TO POST. d N. RONALD REAGAN 8L LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.wm AA #: 0003325 A BVSDIV. ae LOT: ABBOTT PARK LOT #10 BLK #15 PROJECT# 04181.000-10151 MODEL: 4EHB "2605—HAYDEN" GARAGE 811NO: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH E . C PRE-ENGINEERED %.1 VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003326 Fill, D a 9LJHDIV. as I.OT: ABBOTT PARK LOT #10 BLK #15 PROJECT# 04181,000-10151 MODEIr 4EHB "2605— HAYDEN" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com L AA N: 0003326 W d 3 a -LL evaaly as LOT: ABBOTT PARK LOT #10 BLK #15 P1i0JECT# 04181.000-10151 MODEU. 4EHB "2605-HAYDEN" GA "GE EWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EIT. C DpaNT ATE: 08/13/20 SCALE: 1/4"=1'-0" MEMM S4 1441 N. RONALD REAOAN Bl LONGWOOD, FL 32750 PH:407-774-6078 FAX- 407-7744078 www.abdesigngroup.com L AA A: 0003325 q ppp Y O Q SVHDIV. AC xlo ABBOTT PARK LOT #10 BLK #15 PROJECT* 04181.000-10151 UODEU 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 11%,160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 114" = T-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH. FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK BUN d DESCRIPTION REMARK (2) 2X8 BEAM SCHEDULE RaNZW INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. - EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADSFOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS *__o I� SAFE LOAD - POUNDS PER LINEAR FOOT �4-^ SAFPL OAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8118 ARM W7 is ON240 Inme, WIM Wil-ill WMM WWS M" W20-16 SM40 R9le V3201 W9711 TYPE LENGTH SUS BF8 RCMU TYPE LENGTH P84T WWT Wl21tT eP1247 WIG -IT ln&u wiatT epmsr W44-IT e12ea7 W214T ww r eraa•,T waasr T-r ('� PRECAST 2211 mnM IM03 an am a1a tan rd (� PRE�T 1025 1024 ire r$ (427 PRECAST law zees art 4a14 axe nn 7001 SW 40M nta 7x7 N74 tax tf/a 1aa m3n1 4x+ am SiE Ton d'4Y (48') PRECAST 19ee mt 2751 =4100 an lax 1/0i 44Y (48") PRECAST lee M 7309 4.4Y (dS") PRECAST tea 2105 3000x5 4m am am 2m 400E site Tan W74 teal IN* Im na xx 2011 4570 lax WN 4'4Y (64� PRECAST 1699 "of 2tM ml alas Am sm m *r (64-) PRECAST 502 501 1073 r41• (e4') PRECAST 1207 2m 2rz 707 sm 400 4711 aa11 na1 4575 111a 7547 1e tax Meo1 tm xx 2W 3175 AM 4711 ISM 6'�' Rd"1 PRECAST 7217 +x1 14M 1001 2010 3123 sex 4aa Bl• (e4� PRECAST 471 411 746 S-4• (bd� PRECAST lots late , 2m 2tla mext 4= lea xM as 7547 101 Ins zzn ms xx 3011 40M B-t0• (70') PRECAST 11t62 7106 1173 tat 70x 2sa a1a xx 8.10• (70') PRECAST 340 sm Ole s-1o• (IO•) PRECAST as iai xx star aen Hn Mat xn Am na 7181 sm ep 1� MGM xa SW sex 4133 e'41• (In PRECAST BOe 1m 2117 300 3W 37a m 4 GM 841' (MPRECAST SU 721 490 " (TV) PRECAST M. 1 I ax7 2r1 ux Hn arcs sm net as as %W Ma nx 2110 mf mz T-0• (90' PRECAST 749 1n1 17x xa¢ 2x1 Ma7N Mrn T•8' (ee'1 PRECAST 424 894 983 T43' On PRECAST i 1 xx 2117 3ne tnt ttx zest xx ea7 a4n xrz rn f2x tw z0x ass Zen 320 9'1• t1 PRECAST ( M4 tN1 its ten 2a4 34M xa as " (112') PRECAST 328 512 230 C4• (112-) PRECAST an 70 11 1474 ,n nm xa m 124 1m 2ax sm nx an m 1 taM Ixa 11a 2204 x11 10'4r (126') PRECAST 476 ax em I20 nn 2m 21119 2w f0.6• (12n PRECAST 284 401 180 100 (12r) PRECAST m ffmj 011 1181 imm 1 2011 on ,a2 1m 2003 2781 3B43m 4754 an ax 1180 M72 i IN3w 2W tax 11'j' (i3B') PRECAST set eex xa 1aa 11a 21n 3127 4aa 11'-r (18e•) PRECAST ZeD 162 164 714• (130') PRECAST 4x a04 as Iw 7L 1n Im m a6 lase MN 21t3 3W 40a 404 107 tan MN Me" lie 1r4Y (744� PRECAST 33T as en 12x 1054 21x xa tea 12.,W (144, PRECAST 2d4 402 137 17-0' ttd4•) PRECAST 'n0 4x 7x xe 1, 1 taf aR m 1254 tax 21n x26 a162 470 aa0 s10 1302 1 ulgm 2m 1r-4• (te0'j PRECAST tie M m 1m 14x 1W n,1 m I 13W (100y PRECAST 217 1 324 110 114' OM PRECAST All as ea M04 t im 4n Tea tm 149 Ia1 231e xn 4x 400 710 1181 u less. two W0 (Ifin PRECAST 279 m 708 1002 tale I4W 2127 71aD 14'4T (tee') PRECAST 206 293 100 11'-0' (188� PRECAST ax ea 1a0 n+ as t 1220 442 m tat lax 1aa7 21V xx 410 4x 717 tee , , 1aa 1r4r (176) PRESTRESSED NA NR AN NR NR NR WR NR 14'4• (17e') PRE N.R. 264 9t 14'$ (17e� PRESTRESSED 231 are1 ax ax m en V2 ee0 a m 13ow m lew= Hat 17x 40 7n 1m 11x tax x17 2n2 16'-r (194') PRESTRESSED N.R Mt Nit NR NR NR NR NR 16'4• (184� PRES1Af0i8m N.R. Z69 89 iSd' (184' PRESTRESSED 2x m $13 3a 4a aM W. W. M t Sit 1064 tax +12 710 ,m 1m xa xx ma iT+1' 1An PRE N.R. t4a NR NR NR NR NR NR 1Ti*' 001r) PRESTRESSED N.R. 194 64 1TJ' Wn PRESTRESS® 117 to m as 40 as 711E ten m un1S, aN eeo Tax +m +ea aa7 ( PRESTFESSEDN.Rn6 NR NR IW NR NR Nt NR lr-C (nPPESTPE83ED N.R 148 52 19'�• (232') PRESTRESSED to to m m eN 4x x7 1 747 tx727'4' 4x 7a Ia7 tm Isis 1716 t '1 PREST D N.R. NRNit NR /IR A M NA M NR 214• Wr PRESTRESSED N.R 126 42 214' On PRESTRESSEDto 742xl m an m M740100l�J al a6 1a 1048NR 1x x0 m aM t f4a 22'-0' (254� pT N.R NR NR NR NR NR NR 2r-0' (mod"i PRESTREBBED N.R 11e 40 2r4T (Ze4� PRE87RFP8ED M7 ,a7 W ns m as sx ea a0 w Me na m 7x t0+7 Im lax ( PRE$1RE88ED N.R Nt tit NR NR NA NRN, �'� ( PREBTR N.R 91 93 2C4T (�') PFEFnmBBED 402 m SIi34'-0• m ,x m 4x ax 04 1a2 12n (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALUES TAKEN FROM SAPE LOAD TABLES' SY CAS'TCRETE MAY 201E EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MP41MUMP OF BEARING PAST EACH SIDE OF VANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 T,. 8F6.1 TlOMI08 BF8-1T/OM/OB 9 $ 3 GT BF8-1 TlOM/OB '' P U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR,, TOP OF WALL EL 17'-4" R 1 t _ a s� I GT "<r _ 3 ` 4 BF8 1T/OM/OB BF81T/OM/OB BF8-1T/0M/OB a ----------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com AA #: 000332B a 14 a' ppp C 7 a avaaly ae LOT ABBOTT PARK LOT #10 BLK #15 PR.oJECT* 04181.000-10151 MODEIi 4EHB 112605—HAYDEN" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C 0 D � 08/13,120 aCALM: 1/4"=1'-0" 8HEET 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) 10d x i 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. 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 2A STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 8 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 06(3}§"x5 X")SYR HTT4 W/5/8"DIAx 5" 51S3.1A PT., WOOD POST EXP.SOLT u ROOF FRAMING PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750. PH: 407-774-6078 FAX 407-774:1078 www.abdosigngroup.com AA M: 0003325 A 04 h SUDDIM de L0751 ABBOTT PARK LOT #10 BLK #15 PROJECT# 04181.000-10151 MODEL• 4EHB "2605-HAYDEN" GARAGE 9WMG: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C SUDDIM de L0751 ABBOTT PARK LOT #10 BLK #15 PROJECT# 04181.000-10151 MODEL• 4EHB "2605-HAYDEN" GARAGE 9WMG: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C w w q GABLE -ENO TM--� ROOF WIND DESIGN PRESSURES NET (GROSS) 17 10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DVWHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND ed RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. rw ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Bd RING SHANK, 2 1/2" 0.120" 170,000 (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2, INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF, SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP 8 BOTTOM EDGES J r Z Z � W $ Z n . W 0 Z . ate. z. 1 / Y Q CO . a ao 4 ni TOP CORD BLOCKING AT W O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS annc cuceTulNr- —`� ,.____-_—I I!--' ,1 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS @ 6" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.r> N FIELD TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS @ 6" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.r> N FIELD TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TO ASTM C33. MAXIMM AGGREGATE SIZE SHALL BE W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN MI'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, Sth EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SlA&SON{#ROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ARIL MEMBERS 011, NISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND RISC SPECIFICATIONS DRAWINGS. SFAAIS IAPPEDBINCHES AND SEALED WITH ADHESIVE TAPE. PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL A ELASTICITY = TREATED. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Bth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A785, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: T T H SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION HE CONTRACTOR ALL SUPPLE Q TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0- OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND I78 FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. 00 NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.03e' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM Ael5 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH TPA'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:,, ANDAND 'TPI/WTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD-non-concertant RAND EVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD-non-oonourrant #5 BAR - 30' 07 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' X 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 paf TOP CHORD 20 psf TOP CHORD (7 pot W/ ASPHALT SHINGLES) (10 psfw/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opst MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 paf WINO: DEAD LOAD SPEED =17) MPH S- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE (FBC EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE ATTIC UNINHABITABLE ATTIC WITHOUT STORAGE: 1WIT UNINHABITABLE ATTIC WITH LIMITED BIT LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) AGE: 2 DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE GUARD IN-FILLOM:4 COMPONENTS: SOOM PASSENGER AND DECKS: GUARDS AND HANDRAILS: NTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL N SLEEPING VEHICLE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30paf, STAIRS: AGE PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef 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" (ACI 8301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PUNS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS CONSTRUCTION OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BV THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATK W SITE PREPARATION' "S' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 1 FOOTING Pa' TVPE'M" OR 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 SHALL BE COMPACTED DENSITY OF AT LEAST THE SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO A CORD 7. THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL MAXIMUM DRY CELLS TO BE FILLED. BE 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 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy- 46 OIL STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy. 35 ksl. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE PAX PRIOR TO OTHER BOLTS BE ERS THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETESLUMP SHALL NOTEXCEED 5"N-PRDRTOTHE ADDITIONOF PLASTICIZER INACCORDLL NCE WITH BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COM`LY WITH ALLTHE REQUIREMENTS OF ACI 331 AND ASTM C-940R MEASURING, MANG, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME-STAMPEDWHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DRAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TES TWO LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS. A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2' FOR BAND SMALLER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-10 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATKW sliE TYPE —cm REMARKS APPLICATKMI aME TYPE SPACMG REMARKS +x3PTFURRINGTO CASEHAROENEOCOIL GARAGE DOOR BRICK /Y D. TAPOON MABQNRT B"OIC 1+?EMBED, 4- END DIST., MASCNRYICONC. NAIL+1?LONG. a"OIO TO MASONRY c.. NO WASHER FASTENER 1+R"EDGE DIET. I., Al. EM. OOORB CABS HARDENEDOOL YQ'C WINDOWATOORIFASTENEO GNUGE ODOR BUCK 12 DW. W/ EXPANSION BOLT 3d•OC 4'EMEED.,4'ENDDIST., �eEWTOEIB NAI sT I CONC TD OON TMEETTAALsrRAP WA RCONTACT —L+—+ ENED COL �ocaERED W'"w i EENEo rho THIS ENGINEER FOR SPACING _.—Non NAIL 11?LONG. STAGGERED NTOM. MAsoNRrlcowc. REQUIREMENTS ExT.9WIN000OR (3)L ., TAPCON 11?EMBED, B'ENo. NON.BEARMG W000 +IY' EIIPFNBKKJ 1"EMBED. 1'ENO &ICK 2Y PT.9EE NOTES NOWASNER fASTNER 1CdC DIET., 11?EDGE DIET. WALL TO OONC. alpB ABHER BOLT DIET., 3-EOGE DIRT. PTWMWW 0.138• PAF%311a' a'O/C 1"END ..T.,11? To STEEL COL„SEE WIWASHER STAGGERED EDGE ow. ES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J V � i m C Stmmom Ae Lvril ABBOTT PARK LOT #10 BLK #15 PROJEQT* 04181.000-10151 MODEli 4EHB 112605-HAYDEN1r GARAGE BWMC;: RIGHT PAGE: DETAILS %160 MPH EXP. C �j