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w 99 2b" 05 04EHB —HAYDEN 99 HOMES ALL WORK SHALL COMPLY W ODE,REVAILING COPES EREC RIC DOD , IU.S NATIONA OF ZEpHYRH AND THE CITY ORDINANCES i 20 Mai RE�1EW OpH.�FtH S Ct,-f`� OF��NER P�p,N E 12602 TELECOM rDRIVE, TAMPA, F1 33637 Tal= (813) 740-9720 Pax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTR.(1CTOR: DR HORTON HOMES 12602 TELECOM DRIVE DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .no=& mmDmG � RasmanuL, CH aDTTIDN (2017) •AiL LOCAL AND STAIR Conan .00CUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE - v6 ABV, ABOVE LAN. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ALT. ALTERNATE MP2 MEDICINEF°�'� T AMP. AMPERAGE MIN. MINIMUM BD. BOARD MMETAL THRESHOLD CD CABI ET M.T.TD. MOUNTED CAB. CABINET MIL. METAL DATE DESCRIPTION OeRSAI 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION S BID GET ISSUED PG CI -COVER SHEET PG GN-GENERAL NOTES PG AI -FIRST FLOOR PLAN 02AWD ADDED ELEV. 'J' 4 SC UUTH SIDING PER MARK BOMS 01R0AS BID SET RE -ISSUED TAMPA FL 33637 > TEL: (813) 740-9720 FAX: (813) 740-9715 INTERIOR FINISH - CLASS B •BASIC WRID SPEED - Vult=160 MPH veld=124 MPH • EXppgUl:E — C •I -STORY RESIDENCE — •2-STORY RESIDENCE - MA7L HEIGHT AS PER LOCAL AND STATE CODES CLG. cLR CONC. CPT. C.T. D. DEL. D.G. DIA. DIM. DISP. DP. DR. D.S. DTL. D.W. CEILING N.C.S. CLEAR D.C. CONCRETE PL CARPET P.B. CERAMIC TILE PH. DRYER PLT. DOUBLE PLYWD. DUAL GLAZED PR DIAMETER P.T. DIMENSION R. DISPOSAL BAD. DEEP RA.G. DOOR REF. DOWNS Pour RM. DETAIL ILO. DISHWASHER S.C. NOT TO SCALE ON CENTER PROPERTYLINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRE.L REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3K-FRONT & REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PUN LA PG DI -DETAILS 04AVI6 FCOTMG REVISIONS PER M. BLE gS om/B/Ie I -JOISTS INCORPORATED INTO MASTER PLAN ftfib* CONSTRUCTION DOCUMENTS RE-I8MC) OVIM ADDED VALLEY FRAMMG DETAIL, UPDATED BOLLARD DETAIL OM/1% DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SI2A OZRe/l9 PLAN MAINTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: o9R'=g REHBED LINTEL SIZE AT FRONT ENTRY DOOR (� SQ.FT. CALC.'S 0446AS UPDATED LEDGER BOLT SIZE 4 SPACING OeASAB REVISED I -JOIST LATCUT ST FLR LIVING I,I®4 5G1 FT. ,FLR LIVING I,E(DI SO. FT. TOTAL LIVING 2 608 SQ. FT. GARAGE 43� SQ. FT. PORCH ELM K' III SGt. FT. TOTAL ELEVS W 3,153 Ga FT. aK� PATIO 8® SGl FT. 0612VID ADDED LED L&M TO KITCHEN 4 BATM IW" PER MAR, WW ROLAND A. AB OUCHACRA A O. A.B. DESIGN GROUP, TLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET FXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER Sim. SLIDINGIMILAR F.c�FX. FUEL GAS F.G. FUEL GAS SL. SLIDINGS/p FIN. FINISH SL.. STANDARD s FL R FLOOR sro. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FP_ DR FRENCH DOOR SECTION FIG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE T.O. THICK GAR. DISP. GARBAGE DISPOSALIR T.O.C. TOP OF CURB CIRCUIT T.O.P. TOP OF PLATE C.F.I. G INTERRUPTER INTERRUPTER TYP. TOP OFSLAB CL. GLASS TYP. TYPICAL PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAB-WALL ASSEMBLY DETAILS owuls ADDED STONE OPTION TO ELEVATION Ts','H','J' 4 TC' 0M3AS LEDGER BOLT SPACING REVISED gppEO OPT. 8'-®' CEILING HEIGHTS STRUCTURAL SHEET DESCRIPTION PG 31-FOUNDATION PLAN PG SLIA-DETAILS PG 31,2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES FIG 32.IA-DETAILS 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. OR HT HEIGHT w/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WOW. WINDOW wnI WATER HEATER W.I. WROUGHT IRON IRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG 33-FIRST FLOOR FRAMING PLAN DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG 33.1A-DETAILS PG 33.1B-DETAILS PG 33.1C-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S4-SECOND FLOOR DECK PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4.2-SECOND FLOOR DOWEL PLAN CLARIFICATION. PG 35-SECOND LIFT BEAM PLAN AND NOTES AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG S8-ROOF FRAMING PLAN PG 3N1-DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTtON BASED ON THE DRAWING SET. d N. RONALD REAGAN Si LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdeslgngroup.com AA M: 0003325 d V 2 0 Summ a L_AT: ABBOTT PARK LOT #45 BLK #9 PROJB:CT 04181.00--45091 MODZU 4EHB "2605-HAYDEN" GARAGE DTfUM: RIGHT PAGE: COVER SHEET 160 MPH EXP. C D g`; 12/06/19 SCALE: 1/4"=1'-O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7.10. 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. 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WALL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R3025.2: 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 i" 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAW/:NCH GYPSUM BOARD OR EQUIVALENT. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 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 TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATEINSTTTUTE: 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 ROOF/WALLIFLOOR 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. PLUNBINKi 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 COVERRf1N8 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 FlWSFIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 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 -11A AND R703.7. FIRE REEBTANT 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 112" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/ 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 CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE ill' 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) . CONTROL DATE: 07/23/19 (CM) Ii N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774.4078 www.abdeslgngmup.00m AA Ilk. 0003326 35 0 o ti LL.) BUBDM as X.OT ABBOTT PARK LOT #45 BLK #9 1pitojzcT# 04181.000-45091 MODMIIA 4EHB "2605- HAYDEN" GARAGE awsxa: RIGHT PAGIO: GENERAL NOTES 160 MPH EXP. C Daurr -1 A 12/06/19 SICALT4: 1/4"=1'-O" 8T mcw GN '•Im" 1m'-m' Z1'-Im' PATI A '-4 Im'-m' '-4 5'-4' '-4 NV-4' 2m'-4' FIRST FLOOR PLAN SCALE, 1/4' " I'-m' NOTE.-2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE t RESIDENCE SHALL 15E EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN I46' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 146'(35mm) THICK, OR 2m-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN t5'(12.1mm) GYP" BOARD APPLIED TO THE GARAGE BIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %Y15.9m) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, CINDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. F8CR 2m11 (bTFI ED-) 3m2.1 O 0 0 15'-4' 2'-B' � r-------- o�i o'r Cd!'dB1I ND QA0D1g MD LWOB a�aD aao EW09AE Faa a eeCalD Guate 01981� 8D1WE IDIE apY/NMIOUAA IBMIKB MOTIFE FOOTAGE MM. WINDOW � 5 31/-5m CRITERIA EXTERIOR SWING � 6 96/-41 DR MIN. CRITERIA SfsD. MM. 41 5 34/-43 CRITERIA Ibm10 O.W.D. 112 5 31�/-34b BASIC HIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=Il, EXP.=C, MEAN ROOF HT. = 23'-O" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STIR ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONIIgl0I1TE4/dIE SQ.FT. CALC. S IBT RR LIVNG I,Im4 SQ. FT. 2Np fill LIVING 1,5m1 SQ. FT. TOTAL LIVING 2,6m5 SQ, FT. GARAGE 431 SQ.FT. FORCH ELEVB K' III SQ. FT. TOTAL ELEVB K' 3,IS3 SQ. FT. 8zb PATIO 8m 8Q. I. MASONRY/FRAME WALL LEGEND 8'-0' 6LOCK WALL uN,o ON PLANS 6RG. HGT. VARIES S' DLOdC WALL uN.o ON PLANS 11'-4' BRG. MTE® 618Cs. WALL UNA. aH PLANS 4' MO LOAD 6RG. WALL U.N.O. ON PLANS -ALL INTERIOR D00R8 TO BE b'-8' -ALL EXTERIOR DOORS TO BE 6'-B' UNLESS NOTED OTHERWISE 1441 N. RONALD REAOAN BI LONGWOOD,FL32760 PH: 407-7748078 FAX: 407-774-4076 wwwabdesign6rouP.com AA #: 0003326 w Q avaa:v a. CAT: ABBOTT PARK LOT #45 BLK #9 P1tOJECT* 04181.000-45091 MoaEr& 4EHB "2605— HAYDEN" GwRwGE ax><rTG: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C DE Tom: w12/08/19 dItEET Al C TOP PLATE 0 m BAR DETAIL A SCALE:1/2'.1'-0' 9 9 DIM. VARIES ARCH DTL. B SCALE: i/1'.I'_®i/1'.I'-®• AHUTO SECURE TREADS TO STRINGER W030% 3' SCREWS • EA GTRNGER UNTNREAMID SHANK EXTEND WYOND THICKNESS OF SM-FLOOR SHEATHING (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SM FLOOR MATERIAL RIPS FOR SOLID NAILNG ' K HALF WALL W/ CAP 3/4' TNG"FLOOR GLUED N SCREWED PER FASTENER Gc Qcy. LE 9'-4 3/4' 2ND FM. PLR / 8'-0' ERG. HOT. PRE •ENG'D / PL INd. SYSTEM 42' H. 1/2/ KICK / (SEE FLOOR WALL AP G rMAX PLATE / PRAMNG SHEET) NOGI STAIRS RISERS TO CONFORM TO FECR STH @ y MN. / STAIR DATA: EDITION (tin) MIN TREAD.W' MAX RIGER.T 3/4' 3/IS' ISR • 108' MAX VARIATION IN RlSEUIMIYEADS S T O R 14 TREADS . ADJACENT TO EACH OTINER SW MAX VARIATION IN ANY RIGER/IREAD HANDRAIL . 10'. I' NOSMG CIIICILAR CROSS SECTION DIA TO SE 1 114' NT REx D OF: • AdWL WI MIN. &' UDENAPO= END s4'' IMIIN.F�ORAIL L / BUD -FL, INEA ADHESIVE KAR M � HST. m u / SIMI • tR.4-ON N 44120TAALRA NOTEL 'ENCLOSED ACCESSIDLE SPACE UNDER O EA 2 Rm STRINGER • STAIRS SHALL HAVE WALLS, UNDER STAIR S AIrACE AND ANY SOPPITS PROTECTED ON / SECURE umd Y-S'BOA THE ENCLOSEDERR SIDE WITH 1/2' GYPSt3'T / MAMMY NASA • 2X4 F.T. BLEEPER INTO GLAD WITHIN S' OF EACH END. 32' O.C. MAX STAIR SECTION C SCALE: �ALE: THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL 0 36' AS PER FBCR R311.19Z W/ 2X4 RE-II'FORCMCs NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1i't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F$.C. 2011 HANDRAIL SECTION D SCALE:3/4'•I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwsbdesigngroup.com AA M: 0003325 J $ e o s a O ausD:v ae TJOT: ABBOTT PARK LOT #45 BLK #9 PROJWT 04181.0 U-45091 MODs:4 4EHB "2605- HAYDEN" GARAGE SY n:tO: RIGHT PAGZ: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C IM w L.ID12/06/19 CA: 1/4"=1'—O" *EM= A1A r 121-01 12'.4- ll'-4 2-.4", III -a, V . 91. 11'-4' 14'-0' 2'-9 3052-8141 1 39*2-44 (2, 3462-Aw nxn..' I 0,4 ; BMW IF z _ 7 4�4�17 . 4 2~ ek 2- �2. NE Cp '� r'' EG 68 EGRESS FLLool.t 15ELCI I SECOND FLOOR PLAN SCALE, 1/4 - V-0' i"l N * RONALD REAGAN 8L LONGWOOD, FL 32750 PH:407-77"078 FAX 407-774-4078 www.abdosigngroup.com L AA #: 0003325 gig 40 �i� �.•�� ' r�� � \1 " I,���1"""�'�' g• • ♦ate 1 BUDDIV. de ion ABBOTT PARK LOT #45 BLK #9 "'M 04181.00 -45091 mo]Dmx4 4EHB " 2605- HAYDEN" GAMAGM 8WING: RIGHT PAGM: SECOND FLOOR PLAN 1 60 MPH EXP. C gig 40 �i� �.•�� ' r�� � \1 " I,���1"""�'�' g• • ♦ate 1 BUDDIV. de ion ABBOTT PARK LOT #45 BLK #9 "'M 04181.00 -45091 mo]Dmx4 4EHB " 2605- HAYDEN" GAMAGM 8WING: RIGHT PAGM: SECOND FLOOR PLAN 1 60 MPH EXP. C �i� ion SWNGLE ROOF- FYPON 16'X48' DECORATIVE SHUTTER OR EQUIVALENT FYPON I9KTIIXII OR EQUIVALENT IT'-4' 2ND FLR RBG�. HOT. 4' RAISED 6' RAISED BAND (TYPJ I I W-4 3/4' 1 2ND FIN. FLR _ 8'-0' BRCS. H3Tjl • ENTRY-- I 1 1 I TYP. I I 4' RAISED 1 BAND (TYP-) ( I 8' RAISED BAND (TYPJ 0'-0. FIN. IT'-4' 2ND FLR, BRra�. NGT. - V-4' 3/4' 2ND FLR �, I I I I I I I I FIN. FLR/BRG. HGT. _ _ y 8'-0' CLG. HGT I I TYP. 1 i I 0'-0' FIN. FLR I I I _-----_---_—'—_— ti25-4' BLDG. WGT. S SHAKE SIDWs A8 8PECIFIEDGIFIED /- (TYPJ TRIM / BOARD ------.1c_1r------------ i3-----------------"'- lag FRONT ELEVATION SCALE, 1/4 - I'-0' TEXTURED FINISH REAR ELEVATION ALE) 1/4 • 1'-0- TEXTURED FINISH 4' FREIZE BAND (TYPJ 11T-4' 2ND FOR ' BRs77 ,,,—FYPON 16'X62' DECORATIVE SHUTTER OR EQUIVALENT 6' RAISED BAND _ W-4 3/4' 2ND FIN. FLR 0, LS -0' CLG. HGT. COACH LIGHT _,►0'-0' F Il'-4' 2ND FLR BFdG. T. ,� 9'-4' 3/4' 2ND FLR FIN. FLRIBRG. WGT. -_ 0'-V' FIN. FLR IREA OF ArnC 150 SQ. Fr. LET FREE VENTILATION AREA REQUIRED = 1/300 lEQU1RED VENTILATION AREA = 1565 /300 = 5.28 IENTILATION AREA SQ. INCHES PER Fr.(144) 7E0A SO. IN. AIN. REQUIRED VENTILATION • .5R 760A N UPPER PORTION OF ATTIC - 380.4 SQ. IN. )FF RIDGE VENTILATION AREA = 115 SQ, IN. PER VENT 380.4 /115 OTALN OF VENTS REQUIRED = 3.3am DTAL•OFVENTSPROVIDED = 4 'AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1,12' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4'A4' GALV.'L'-TYPE FLASHMJO SET N ROOFMYi colEw MOKPI 1.AS6 6HNGLE6 OVER 70 FELT PALER ON 'AI.. 61$ATHMYi OR V2' CDX FLYUIDOD SEG1AlD PER NAILNNG SGIDULE 27 FW. flutD(MR ELEV.) LSU'26 2.6 S1T RAFTERD dt— PRE-CNGT) tIW68 2X6 51T PT LEDGER ao 112W THREADED IaOD 32' OG 4 WTHN 6. OF EACH END MAX SET N 8M'1P80N NI611 STRENGTH EXPDXY TMNE IA6 Oft SFIATNNG —� I GUSSET TO DE 6ECUFNW TO GIL4MlEL FOR SOFFIT 2X6 1`111MM6 SV 8d NAILS 3' oa. • PERn'IErcR TO LEDGER AND (2) I9d'4 TO 2x6 J018T 2X6 SYP PT LEDGER W/ V2W' THREADED ROD 32' OG 4 WTHN 6' OF EACH END MAX SET N 611`1-6014 NIGH aloomrH Ew-ow 6' 1111-1100. , OVERHANG DETAIL A SCALE: I/4 • I'•0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003325 o aUDDrv. a6 s oa' ABBOTT PARK LOT ##45 BLK ##9 PROJMCT 04181.000--45091 MODMIA 4EHB "2605- HAYDEN" GARAGE BWngG: RIGHT PAGE: FRONT & REAR ELEVATION "K' 160 MPH EXP. C lYx ripawT Dw12/06/19 OCA=: 1/4"=1'-0" B*MMT A3K J 12 OFF RIME T DOLLN g� FOR FYF'ON BKTIIXII OR EQUIVALENT Il'-4' 2ND FLR, BRG. HCsT. - I'-m� p 12 S'-4 3/4' 2ND FL--------12- '-----------------------"-------- 4 ------ FIN. FLR/BRG.':T. S'-0' CLG. I-IGT* - — - — - — - ----------------------------'------- --- 0'-0' FIN. FLR . _ -------_-----------------_—_—_—_ _—_— LEFT ELEVATION SCALE. 1/4 " P-0' TEXTURED FNISN OFF RI� T 122 5 Il'-4' 2N[> FLR- — - — - — -- Il'-4' 2ND FLR —1 BRG� HGT II II S'-4 3/4' 2ND FLR �, - n — - — 4 ---------_--_--------------------- II I I Imo----- ,t 9'-4 3/4' 2ND FLR FIN. FLR FIN. FLR BRG. HGT,r, II �q _ --F� ___ .►S'-0' CLG. NCsT. __-- o ENTRY ----------------------_-----_----� TYP. 12,-m. II II 0'-O'FIN. FLR . ---- ------------____------------_____ II ( I _ ,�0'-O'FIN. FLR RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH i44i N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA0:0003326 � 6 b sysDry ae wril ABBOTT PARK LOT #45 BLK #9 P"' 04181.00- 45091 MODMI: 4EHB "2605— HAYDEN" GAMAGs SWING: RIGHT ]PACE: RIGHT & LEFT ELEVATION 160 MPH EXP. C DA s* 12/06/19 sCAM 1/4"=1'-0" BIimvr A4K ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e GOV OUTLET 20 AMP SNELE MA IIBv OUTLET 4D IIOV OUTLET V) OF OUTLET "Re" TO SYATCH OFl IIOV OUTLET EQAFEO W P O PALL NTM%Nrmt (TAMPER RESISTANT TE) 226V OUTLET (4) WM CONiEOTION �N� yy�Yee -ice-GFI O LRIERRPOP GROUND NIMOEtI®!T SUATC14 SIUITCH SWAY OFER O UTC14 4411AY DPW Lit F� WALL PIOMW LOW CEILRIIS LIGHT Q LED CIA LIGHT LW VAPOR Qvp PROM LENT O VP VAPOR PROOF LOW ORECKSOW CAN eVENT. PAN I CR1 PER SO FT. tlYLmPAI lo 11W I OM PLR SO FT. v P12CTUIE (ePEc'& TED BY 2-OLD UYFAI• ® AIYaND tIPdL ) • PLLL (SIEEAROU 'a MMTI 7-BLLD YIMP ND V RIIOIWOCEiT 4' RUOIOYC 1NT p 1-r-- It —ar-I C 4' TRAM LnA4T O FlYtL MIFTER O SD. DETECTOR eATT-1&`1111 r YE.tlSlligallag riT 1 w I FALL MOYGmic, arum DEMOTOR WAn- dmir ELF ® 8/CO CAIUMPONOXM � � COP' comet NTE[d.ONiC1ED SMALL M A DISTANCE OP NOT LENS THEN 4' Pli WALL PEOAW LOW LTA. NATURAL am . MJPVIMM JACK YLATEe ICATGTR DISCdfC DISCOIICCT F�N TELEVISION JACK CLLM sox POIGUNM TO M GUPFORIED N Q J-BOH ACCOIYDANCL QV SON MARKED AS OUC 4 FOR LNS BOK gLIM FANYLISHR AGCOIYDANCE YV BOX AS 11111CN F12R p�pD 24• NCADBSCCR LOW STRIP nno >r' w-Acescow LOW STIFF nnnnonnnn AS, I*C.4mDSSClw LOW sTRr PLOOD LIGHT a r. "'A"TT KRYPAD • PaL PIWI-Yu"m FORCM'!S We mm • LOCATION OF TV JAC00 A PHONE OUTLETS 4 FANS TO BE VMWW . WOMB UNIER PRE -CONSTRUCTION MECTN& • ALL 0 4 20 AMP BRANCH OREOUn1 TO OE AM FAULT PROTECTED PR ELECtRICA1 FR12VISIONC OF � •T14 IaDrcION r2en) a 1= 21RJ2 2e14 EDITION. • 20 AMP DEDICATED LAUNDRY CRCUIT. AT) • OR . ISLAND (NOT ON KITCHEN CHICAT) • DISHWASHER DISCONNECT TO R LOCKQlT N PANEL. • BATHROOM 111DWA ST PANTO HAVE MIN. CAPACITY OF Be CFM NTERMITMW FOR ELECTRICAL PROVISI" OF SECTION mm,1 1 FBf2R ATY EDITIr?l r70n1 • LAUNDRY ROOM RECE015 SMALL R CROWD FAULT OIRMT-04TEIRPOPMR PROTECTION FOR F ivActoEL ON morn 5 • WRING METHOD NULL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF IBM ATM ED (20n2 • ALL WOW TO COMPLY IWM ELECTRICAL PROVISIONS OF TAPE 1tJSfJR ATM Yn] r20n1 AlLlBY 111111- Call AND • 1st a LNLRNG MMi RE ElR1T 919GIEIT TlI.E PER (RESIDENTIAL �Y ION m4dmj PATIO ----------I R11 — — — — 1 i7 I 0 D I Lpmo CLG AND @1 R� ROOM ., — PRE -WIRED l CLG FAN \ BDRM.02 I I L SWITCH N �L ' I CABINET ' I N /TO 2NO FL. FOR l SWITCH S i l I ;� e l O + / f I BATHN2 I I l .I 1 I I I PAN. I GFI 44' T W14 AFP. GARAGE OPF1 S/CO DOOR —GFI — �— — BOLLARD AS REEL. I PER BLIM I\ ' III 71 CODE % I III +� PIS III i KEYLESS FIXTURE METER PRE -WIRED CLG FAN / FOYER III GFI ll GAARACTE @B FIELD pG , DOOR a PREUIIRE - - GARAGE GFI IRRIGATION OUTLET 0 PD. FOR \ 48' AFF. CF1IMES1 I �"----"�-PORCH -------------------- r LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' a I'-0' I � I L I -----------/ LED LIGHTING C�? SINGLE LAV. BATH4 WP Panel MAW -A PANEL: 8/16 %p clL breaker VOLTAGE: 120 / 240 V -1 Ph MAN: 150 Amp M.C.B FEEDER: 3-at Cu TMMN & 1-#8 Cu (G) in 1 12' C. OR 3-N20D AL THVNN & 1- d'8 Cu (G) in 1 1!2" C. WIM1 PAT• Gr D• tlm Wan• Clrcun Cl—it W.tla Oa.W • akr P.I. win .12 t 20 ExlMaRsee oN OFI Ax7W 7200 1 2 3 c a12 2 1 20 Fn�lbn Pump 1000 J 4 S a A24o ucc.u. 40 1 2 so sww / e PANEL -A PANEL: 42 crt breaker VOLTAGE: 120 / 240 V -1 Ph MAN: 150 Anp ML.O. FEEDER: 3. 91 Cu THNM & 1-#0 Cu (G) in 1 IZ C. OR 3- i20 AL TMNN & 1-#0 Cu (G) in 1 1Q" C. Wire P.I. w D. tlm Wa Grown amft Wab D.—I Yen IS, Pap Wln a 12 1 20 Smal knw 1500 1 B000 Rape 50 2 N 012 1 20 Mk—fHooYGFI 1000 3 4 a12 1 20 SmNAl,190.e Ism 5 a Asm Wa.H .r 25 2 a10 012 1 20 R rr 1600 7 a a 12 1 20 Dkl Re•e %a AFCI f 900 A 10 1200 G al OFI 20 I 012 all t 20 Both OFl Ree •dM 1100 71 12 1500 paMasher GFl 20 1 N2 a14 1 15 F rr Ha AFCI 1D0 iJ 14 5000 Dry. OR 30 2 mo #14 1 15 LM Rm, Lane, KYchm, Gin W AFCI GOO ib lA 3 0• 17 fA 150D .GFI 20 I V2 a14 1 15 SDd C/OAFCI 900 Is 20 1000 D— GFI 20 1 M2 s w 21 m 42to r EaWZ LN d R elect AFG 20 1 012 HA 1 15 aeewm 021 Baaraanl 82 AFCI 000 23 24 a00 OrNh Su1e AFG 15 1 aN M4 1 15 Ille.orn 03AFCI m0 m m ow 110r Batlaeoin AFCI 15 1 aN W4 1 15 9tlwm44l a•N4444a VA-cl Y00 27 2e 12m 4MI1.rltr. %102nOKUella••MC 20 1 m2 H2 1 20 1Cr Dor •Ci1 1000 20 30 1000 canal• m 1 C2 S w 31 02 s w O3 34 w 35 3e 37 38 Sp— $9 2 35 A.H.U. nlrSKVAaO% 5525 w 0 s e 41 42 swee Load • aatoaenmtl%cWwmuWkn.rOne 17eoo 27900 Lmd sublecttoa.mala%arcawlalkwrline Omand Factor Calculations: ABBREVIATIONS: AFG: ARC FAULT CRWm INTERRUPTER NC: N0114MCIDEW LCAD OR: GRCUIDFAULTNTERRUMIt Tad betl suNa•1 t• 4emm4 %star 45500 Mt 10000 a At iOD% IN00 R—m w .4016 /42W T.r=k-1 ++ra LOAD CALCULATION IS BASED ON A/C MONLaNCIDENT LOAD Taa Cmneae4 Lw4 Wm• 35M Told Am • rltl. / 240 v 1YA General Lighting & Rec. taele Loatl Told Are $ arc Fe. 28175 L+m•nl lt. d Rw JW I s4. FL 7815 HINw 3at 85VWLi Nat 100% 11)5 omen! 8010 Clmn Tlllalw4tb Om•r L1. d fl•e Par A 728 0 11 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES. A ELECTRICAL MATERIALS APO INSTALLATIONS SMALL COMPLY YaTN ELECTRICAL PROVISIONS OF 714111 ENGLfiel "U" LOCAL CODES. AND ALL LOCAL PMM COMPANY B. ALL CODW=TOM SMALL R TYPE TM4MM N UNLESS NDnD onalauSS. PIYDVIDE e0 AMP. 120/240 VOLT, I PHASE SECOPOAM ELOCnECAL SRWi PROVEN! 3 •1 COPPER (Cal N 1-112" DIA SCMMXLE M PVC CO OUR OR PROVIDE S " ALIMNd9 (AL) N 2" DIA SCHCDILE M PVC OONOUT UNLESS SERVICTS 1e PROVIDED BY TIC ELECTRIC COMPANY. C 0MNATE YYTN TFM ELKTNC COMPANY PRIOR TO alo PROVIDE l4/0 W THIN •PIS CU N 2' CONOUIT OR a ANO AL. T" . f O2 N 2• CONDUIT. (CONOLUT TO TVMMI NA72 AaOVE SCRrrc . OM04ANW COPONAT" SERv10E DISCONNECT SMTCH AND Ise ANT I2el)4o VOLT M E.ECTm r'CTEI! IN NOMA M CKWS! LO I MLO PAML TELENIOPB IIIEAVKE EITRAmm cAaLE TYLSWSION CASLS YERVCE MKIRANC& EOYM'W INTERSYSTEM BOIDNG R TBPMAL AT LOW VOLTAGE BONCCTIONIS 1 e4 CU sa w= aftam CC*450 D TO CCHORM m4c,4A D FDOIR STEEL PR ELECTRICAL PRONNQN OF TIC EIGILyW @III@LiiEl71 IM" DIA x S PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.8078 FAX 407-7744078 wwwabdeelgngroup.com AA M: 0003325 I Is Mae h J WQ ej�AP � F Y®a aaae euaDIV. ae LOT: ABBOTT PARK LOT #45 BLK #9 1111"No"WT1111111 04181.000--45091 MODELA 4EHB t12605— HAYDEN" 0ARAGE 11111wINO: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C Sam DAB, mT 12/06/19 axEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e MY OUTLET 20 AT eMIE A POLE IIOV OUTLET IIOV OUTLET N QeWT -m04 I" ro OH awl nov OUTLET No%amED WNUlD w.1i •PEIe 9019TANT TY RESISTANT TYPE) 220V CUTLET (4) OW CONICTfCN OOUTLeMTT Kroutrim eeMTO14 SUTC44 S-WAY OPM $4 SWTC4 4-WAY OREM WALL MOUNTED LOW OEILM LOW Q LED CLa LIMY room LOW © „p VAPOR PROOF LOW OPECassm eVm1T. PAN 1 0" FM ea FT. VMJG PAN W I---- (arm*ML 780 D7 WYP ®FIL AUCI►O AIMOUN R =4RgND lIXeFAUCE MUTJ k=-{ r RJIORe6CINT 4' R kxxmo mrt ra—n--�--e-I C 4' TRO&K LI04R Q PANEL METER OS.D. SMOKE DETECTOIe BAYL' MAMMM 1 �•� WALL I'1OWMV el'1" DmCTOR MATT. EACK-A e yILyS D� CAMDON S'mCETK7gM COTmD N NTmFCOCC7ED SWILL OE A DISTANCE OF NOT LN" THIN 4' FIRM MALL NATURAL 4Ae ► Tm.m wOM JACK WATER HMATUR y C`MCONCCT Cmjrmz— AIR 0CNDMQNMm DMCPiiCT I-❑N T.LKYUMON JACK LMNo IM TO = SUPFCPWW N O J.1Opr ACCCICANC3 W) BOX AS WON MM CEILNO DON CE1LM0 PAWLow ACACMO C.WA 01"DiW MOX ACE WCM POIM ¢�Q 24• 1"MANDR&Cm1T LOW STRT D�aG.O, 36• MDAeDEeco+T LIONT STRIP enno 4V MICAM60CEVT LOW STRq• n ODD LMWT OFT. aEUMWTr M2UT'PM • PD. Am MUTTON POR CMMSH UeD PORT • LOCATION OF TV JACKS . PNONE OUTLETS . PANS TO DE VEMPIED . HOMEOUNER PRE-CONSTP UCTION N 'ETM • ALL D 4 20 AMP DRANCII CIRCUITS TO ME ARC FAULT PROTECT® PER ELECTRICAL PRCMSIo% OF ®(,K ATM eD1TiON nen) . Nee 2Y.)2 204 notTION. • 20 AMP DEDICATED LAUNDRY CMSCUIT. • aPi . ISLAND 040T ON KttCHEN CIRCUIT) • DOMWA M DISCONNECT TO DE LOCV000T N PANEL DATHROOM M04a6T PAN TO WAVE MML CAPArATY CP se a" "ral ITTENT PER ELECTRICAL PROVISONS OF SECTION M0013 RSCR ATM eD1TIo. rmn) • LAUNDRY ROOM RECEPTACLE SMALL ED Momm FAULT ONCUtt-INTER W"Pt PROTECTION PCIS PERSONNEL ON FEEMEMS • WRNa METHOD SMALL DE NON METALLIC CAMS PER ELECTRICAL PROVISIONS OF RECR ATM eD (2en) • ALL WORE TO COMPLY WITH ELECTMCAL PRO~NS CP THE PDCM ATM eD (2en) • is% OF Lkwaya MIST Me malnr [PPIe1m.t Tree PER mPIumNCr) Zen_ Au. eDRION R.eu I I I-------------------------J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' " V-V LED LIGHTING @ DOUBLE LAV. BATW 3 I I I I I � I I ! � I I i s 1 LED LIGHTING @ DOUBLE LAV. OWNER'S BATH 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 wwwAbdesigngroup.com L AA #: 0003325 ofQ�Q 0 Y J �Qj $ Ile 1111113 SUBDIV As LOT ABBOTT PARK LOT #45 BLK #9 PROJBCT 04181.00- 45091 MODEL: 4EHB "2605— HAYDEN" GARAGE 9KI44: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C DftmT A E: 12/06/19 SCALE: 1/4"=1'-0" lsHEET E2 rt FIRST FLOOR PLUMBING PLAN SCALE: I/4 . P-V MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7745078 FAX 407-774-4078 www.abdosigngroup.com AA M: 0003325 � Y r r O atreDIV. 7ee LOT: ABBOTT PARK LOT #45 BLK #9 PROJECT* 0 181.00t450 1 MODNU 4EHB "2605- HAYDEN" GAVAGM SWDM: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C DAATTEi 12/06/19 aCALE: 1/4"=V-0" s8EET P1 HVAC NOTES L ALL MRC 4MCAL ROUPMI W ft" OE PROVIDED WIN IPRlt CLRARANOR, FOR SRlVMA% FM MPO 2. ALL DUCT SYSTEMS NSTALLSO N NON-CONDITMED AREAS NMJ. M CONSTIWGTRD OF A VALUE OF NO LESS T1MRN R-G RAT H& ALL OSAMS SMALL RR SEALED WITH GLASS A" 4 MASTIC. AND NSTALLRD AS PER PSG GTI4 EDITION (ion) MECHANICAL OLDO. OWN SECTION MS, A ALL FLEX DUCTS SWILL RR APPROVED UL IN CLASS I AIR DUCT AS PER M'PA WA 2-Ju ♦. PRISON AIR NTAIM &AdLLSM OS LOCAL CLOSER THAN W FT. PROM ANY CMN$W OR V WT OUTLET, OR SANITARY GRIM VENT OIJRLRT S. ALL RXMAUST AND OUTMDE AIR NLRT DUCTS, S &L OE COIISTPLOTRD OF SMOOTH G AI-V. MITAL OR OTHER MATSItlALS AS PSIS PSG STH 1110ETION (2011) MISCMANICAL CODS SECTION GIGS 6. ENCLOSED SIPPORT PLATPOI11M SMALL RS CONSTRJGTED N ACCORDANCS TO FRIG GTW ROMON (10M) MISCMANICAL COOR OM 'L SATHSROOMS CONTANNS WATWrLOW GMOW ptR, SPAS AND SMLAR BATMIIS PDCII=b SMALL ®R MiCEWNIC.ALLY V WTRD N ACCORDMJCR WITH PSC wo somoN (wn) FEGi4NIGAL COON SECTION 4906 S ALL V*WISTRD RATN ROOD SMALL NAVE INDII!-OUT DOORS FOR MAM4P AM TO SR Rl716lElD, TO EQIAL AIR O(MA ISIED. S ALL MRE RATED CRLNJS AND YWLLS MAVR AN APPROVED PRtE OR F411R/S1 IOIQ DAMPRI!'S LOCATED AT CRL6416 OR WALL PRNR7RAITON AND OE SL@V1� WTN ACCESS, DOORS, TO POW PAMPER. ALL DAMPERS SMALL ER NSTALLSO TO MISS FIRM MR'RNDATIONS AND PSG OT14 EDITION (2101 ) M OMANOAL COOK SECTION "I W GRLLI S AND DIRJSRRS SMALL SR PNOVOSIO WITS SALANOM DAM PIItS IL DRYER WOOSTRRR TO RR A PARMCM POP ROOSTER PAN OR EQUAL. MNIRQ4 DRF SO DIME ROOSTS! CAPACITY M LNRAR ITT WITM MAX W SLSOUIS. LEGEND ® SUPPLY AN DPMM RRRMt#J AIR GRILL ® SDR-UWLL OR I WAY Dmom — SOLID LRi° RIPPLY TRUNK — RIwm LNR° REAM TRIM 1 RALANONS DAMPER OR OW 0 CRLm RXMMIST FAN CRLNO RxKAI&T FAN 4 LOW OVA OUTSDE AM m THRIVIOSTAT m PASS -THRILL AM! GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM q y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER LLV (2)-3A6'X2' TAF'CONS UNIT 6R ROLL STRAP 4 LWB 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 °8XI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN APROVETI DRAM,PER FBCR iTH EDITION (2011) NOTE: MAIN COND. DRAIN 3/4' DIA. MECHANICAL BLDG. CODE SECTION 301].4 OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN. FLOOR FIN, BRONZE FL. PL. OR WALL COUNTEIFBLNIG C. PLUG � , SEE SPEC. BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/WMC FLOOR SLAB CLEAN -OUT (TYP. NIV FIN, GRADE OR PAVING Cow. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TY�P.T� F------------I 1 1 ■ I I DININ R00 1 e• s/A LIVING FROM ROOM ABOVE II - - - - - - - - - - I2xt2 I4Xr. PAss THRU ° i I ---- ------------ --- 11— l7--- KITCHEN ' `' PAN. 12X8 ' 8XX4` 8' s/A FROM ABOVE ill---�-- FLEX III FOYER III III PORCH FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 - 1'-C' BEDROOM #2 1 12xa BATH #2 x 50 wu 0 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,8078 FAX 407-7744078 www.ebdeslgngroup— L AA #: 0003328 A -• I sc m o 6 BUDDIV. S. LAT: ABBOTT PARK LOT #45 BLK #9 PRO 04181.00t--45091 MODSI : 4EHB "2605-HAYDEN" GAMAGE R7TIIIMG: RIGHT PAGM: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C Dw� 12/06/19 SCALE: 1/4"=1'—O" SBEET M1 L------------------------J SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 " P-m' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 wwwAbdoWgngroup.com L AA P. 0003326 Is Y f 0 X ABBOTT PARK LOT #45 BLK #9 paoi 4'T 04181.00- 45091 MODMIA 4EHB "2605- HAYDEN" GAVAam 9Wn4a: RIGHT PAOM SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C Daurr moo, A W. 12/06/19 BCAl.L': 1/4"=1'-0" s*mZT M2 .� 2X4 TOP PLATE PLAN Y PRE -FAD TRU86 1/2' GLCa. BOARD I/2' DRYWALL --- Tv r SECURE DT. — PLATE TO BLAB UV Wd MASONRY NAIL • 32' OG. MAX FIN. FILM 2X4 WOOD STUDS *24. Ob SLAD NOTE; U>TUDL7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (a)TYP. INT. WALL NON-BRG. D1 SCALE: 3/4'•I'-O' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWbJ.1 ON J' 0.8E. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM BOA OR IR' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL I'-0' PER ELEVATION TYP. OH. R-4J INSULATION �OFWINDOW ATTACHMENT PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' Ojr. a, cm � 1/2' GYP. WL. BD.—� �— WOOD BASE &-y FIN. FLR — a . a m. e 'b " G n W/ WINDOW OPENING n S' DIA KEEVE, 00 NOT CUT OOm CENT NOT CUT SOLID GRXIT Tie GO:O Wv (1)- 'S DENT (2) COURSE - REDARS PIPE THROUGH BOND BEAM D SCALE, 3/4'•I'-O' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION REd25.IJ ON I}' O.SJS. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY — � ®'� ®' FIN. PLR. a B TYP. WALL SECTION lE NO OPENING NOTE: PER SECTION SM.1.1 - FOR ROOF SLOPES 212 TO LEGS THAN 1 12, A (1)1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE: 3/4'.r-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6i5i : W. THICK COAT DIFISMY TO ► 4�� 4 �.� 4�.4ia D4���iOTiTi�4�i�i�iTiTi�i�i yiAPPROVAL ATTACWW TO PILL ►� ' DO 1010, ► i •�; rr �■,�■�j����js HOLLOM ALL ►_�� - DRACKITS WOM JAM FM BY MALP. �iTRACK '.' BY on4m" 2B GAS LINE THRU BLACK D lCIL6 VM•M-I FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.L1 ON a' Oba SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I'-0' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG.GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS _3 GARAGE DOOR JAMBS D1 SCALE: 11/2*-1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS STHWSACK AT ALL UPRKsH' PER STRUCTURAL DETAILS PRE -EKG WD. TRUSS CONT. 2x RAT RUN SECURED PER--"' STRUCTURAL DETAILS J/ SEE ENERGY CODE FORKS FOR INSULATION R-VALUES PER ELEVATION If \ 5/8' GYPSUM BOARD OR 1/2. HIGH STRENGTH CLa BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ix2 P.T. PURRING — STRIPS • 24' O.C. 1/2' THICK 2 COAT— - 1/2' GYP. WL. BD.- PORTLAND CEMENT WOOD BASE — PLASTER APPLIED DIRECTLY TO MASONRY 0'-V* FIN. FLR 8' cm e m ,a ' 4 n W/ WINDOW OPENING n FIBERGLASS SHINGLES OVER OW FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON a' O.S.B. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE OUa. 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 cm 0'-0' FIN. FLR a O TYP. WALL SECTION NO OPENING 6 1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-V' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327W PH: 407-774.6078 FAX- 407-774 4078 www.abdesWngmup.com AA N: 0003325 If llil� 4 aysaiv k LOT: ABBOTT PARK LOT #45 BLK #9 PROJECT 04161.000 45091 MODEIA 4EHB "2605-HAYDEN" GARAGE awING: RIGHT PAGE: DETAILS V.160 MPH EXP. C Daurr .1 A 12/08/19 acALE: 1/4"=1'-0" aI;EET D1 FIBEMLAS8 SHINGLES FIBERGLASS SHINGLES OVER W FELT PAPER OVER W FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RWSU.1 PER SECTION R905.1.1 ON I}' OAD. 814EATHIN6 ON J' OAD. SHEATHING OR J' CDX PLYWOOD OR }' CDx PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. PRE-ENG WD. �pER 24' O.C. MAX LE LEVATION 24' O:G. MAX. IfMLEVATION 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 CALCB FOR VALUES VENTED O.H. 5/8' GYPSUM BOARD ELEVATIONS O.H. 5/8' GYPSUM BOARD SOFFIT TYP. OR In' HIGH STRENGTH TYP. OR IQ' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD ba FIRE -STOP SOFFIT Ix2 FIRE -STOP REFERENCE STRUCTURAL -4.1 INSUL. REFERENCE STRUCTURAL -41 INSUL. I I w J � w WINDOW ATTACHMENT W m AS PER E MANUFACTURES SPECIFICATIONS (FENCE STRUCTURAL 3/4' T 1 G BU FLOOR m 3/4' T 4 G SIUBFLOOR _ AILED GLUEO AND NAILED AS PER NAILING 1/2' THICK, 2 COAT d) a' GLUED AND NAILED I/2' THICK, 2 COAT SG4EDULE PORTLAND CEMENT AS PER NAILING BCFIEDULE FORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w MASONRY R MASONRY m m R Ix2 FIRE -STOP LEVA ION DO FIRE -STOP 79LEVATIak SEE STRUCTURAL SEE STRUCTURAL R R LEVA ON LEVA ION 5/8' GYPSUM BOAR? 5/8' GYPSUM BOARD OR 1/2' W[CsH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG.BOARD ER LEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1INSUL. R-4.1INSUL. WINDOW ATTAC 41ENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24'Or- PLASTER APPLIED STRIPS • 24' OZ. MASONRY S' CMU DIRECTLY TO a' cm MASONRY 1/2' GYP. UUL. BD. 1/1' GYP. WL. BD. IIIOOD BASE WOOD BABE IX2 FIRE -STOP Da FIRE -STOP m m. tar L� n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'"I'-1V' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.00m AA 0: 0003326 NUDDIV. & LOT: ABBOTT PARK LOT #45 BLK #9 P1ROJMCT 04181,00t--45091 MODRU 4EHB "2605- HAYDEN" GARAGE 01111TWO: RIGHT PAGE: DETAILS 160 MPH EXP. C DEC 11 D ATIL. 12/06/19 BCALE: 1/4"=1'-0" eiIEET D2 TO W 6'IBEDM W MIL .Y newt MOOR TO m !LATE 2LI ON PLAT TO L W/ CUT QJT NAILS. S1DES, 2X6 GARAW DOOR BUCK W/ (S) ® )i'>W A -BOLTS W EMBLDFENT MIL W/ 2W'A WASTER AND MIT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JON% PICOe TO FILLMO 1.2XS PI BLOCK • CENTER OF ® DOOR HEADER W/(UX'XS' J-BOLTS 4' EMBEDMRIT WV 270 W WASHER AND NUT. ® �d. BEM AlICE TO 119 r MMiIACTURER'S IMTALLATION MSTRUCTIOW U4ERE MSTRUCTIO►0 ARE MORE 6TRMO Ve GARAGE DOOR /71BUCK ATTACHMENT 8• CMU 1Y DRYWALL 1'X4' OR I•X2' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 144- INTO BLOCK W/ V TAFr-" (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 WITHIN W OF EACH END 1 IV O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 AA TO BLOCK +9 4 OR +5 4 SCALE, N.T.S. 2X4,m SECURE TO BLOCK W/ i(s' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EM) BEDMENT 14 WITHIN V OF EACH END 1 G. 16' O.MAX SPACING, 2X6:m SECURE TO BLOCK W/Z-%' TAPCONWMM. SHAW SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I Y4)TAPCON WITHIN 8' OF EACH END t g• cm 18' O.C. MAX SPACING. K• DRYWALL 2Xb,m ❑ I'X4' OR VX2' P.T. NAILER 8E60 BLOCK WR-i(s' OOR CASING (MIN. SHANK SIZE .I45 MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I X.,ATTACH TO 2X PER WITHIN 8' OF EACH END 1 MANUFACTURES DETAILS. 18. OG. MAX-- NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)4") DOOR JAIB TO BLACK +1-1 ink RDIDOW TO BLACK +1-1/2' SCALE, N.T.S. 2X4a SECURE TO BLOCK W/i' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END • 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X 2X6m MUST BE ON OUTSIDE 1 SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL jfs' TAPCONS TAPCCN MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 CMU MR EMBEDMENT I Y4) • DRYWALL WITHIN W OF EACH END 1 I8' O.C. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2X&,SECURE TO BLOCK W/2:4)o r' OJSUS. X 4' MIN. TAPCONSDOOR (MIN. SHANK SIZE.145MIN. CASING HEAD SIZE 300DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4)ATTACH TO 2X PER WITHIN V OF EACH ENDMNUFACTURES DETAILS. IB• OJC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-15(l¢" �n1 tIDiD0W TO BLOCK +1-15/ 8 " BCALE, N.T 2X4,_ SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4 ) WTHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Yo- NON-STRUCTURAL TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CMU WITHIN 8' OF EACH END 4 )M' DRYWALL IB' O.G. MAX SPACING. 2XOm 1'X4' OR I•X2' P.T. NAILER SECURE BLOCK W/2-W6 CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TTACH TO 2X PER WITHIN V OF EACH END 1 MANUFACTURES DETAILS, IV O.C. MAX SPACING. —/Q NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 il WINDOW D TO BLOCK +2 1 4f E. KT . 2X4= SECURE TO BLOCK W/ Va' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3m0 MIN. EMBEDMENT 1 Y4) WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O:C. MAX SPACING. MUST BE ON OUTSIDE 1 2X6m SECURED THROUGH SEGO BLOCK W/J-%-NON-STRUCTURAL vo' TAPCON MIN. IY4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MI?,L HEAD SIZE 300 . CMU MIN. EMBEDMENT IY4) 'DRYWALL WITHIN W OF EACH END t 'X4' OR Iw' P.T. NAILER 18' O.C. MAX SPACING. 0 2XB� SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END • ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NDI6 MM M Nl�p ro M1V�.wf roo nor Y,C7®1P) DOOR JAMB TO BLACK +3" rv% MIIHNI TO BLOCK +3" " SCALE, N.T.G. 2X4a SECURE TO BLOCK W/ 116' TAFr, N (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN W OF EACH END t NOTE, STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE 1 2X6m SECURED THR0IUGH SECURE TO BLOCK 111/2-W&- NON-STRUCTURAL TAPC.ONS(MR SHANK SIZE TAPCCN MIN. 1-Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 W OF EACH END 1 8. CM )J' DRYWALL 18' O.C. MAX SPACING. 2X*:� ❑ 1'X4' OR I'X2- P.T. NAILER SECURE TO BLOCK WW2-74. 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER 145 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 1 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END 1 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING, TTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" 1 KTA.1/ TO BLACK +3" ALE, N.T9. 2X4= SECURE TO BLOCK W/Ys' TAPC0WMK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE t 18' O.C. MAX SPACING. SECURED THROUGH 2X6m NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MR SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD 812E 300 , CMU EDMENT I ) MIN. EMBEDMENT Y4 • DRYWALL WITHIN 8' OF EACH END 1 18' O.G. MAX SPACING. 'X4' OR PX2' P.T. NAILER 2XBm SECURE TO BLOCK WA-1/4' V OAJ& X 4' MIN. TAPCONB (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE. MIN. EMBEDMENT I YA DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER 18' OTC, MAX SPACING MANUFACTURES DETAILS. NOI6 M11 M Nrdi ro nur,IM�,Do nor C,G7®A') DOOR JAMB TO BLOCK UL 1/DiD01T TO BLACK +3 SCALE, KTA 2X4® SECURE TO BLOCK IWY4 TAPCONS (MIN. SHANK 812E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WT14IN B• OF EACH END 1 :STRUCTURAL 2X IS'O.C. MAX SPACING. MUST BE CN OUTSIDE 1 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL T)b' TAPS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CMU WITHIN W OF EACH END 1 DRYWALL 18' O.C. MAX SPACING. El• I'X4' OR 1'X2' P.T. NAILER 2XBm SECURE TO BLOCK WA-1/4'*TTACW ' P.T. X 4' MIN. TAPCONS COR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4)OOR JAMB OR WINDOW WITHIN 8. OF EACH END 1 TO 2X PER IB' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 3/4" H TIDMW +3 9 4" E, KTA. 1441 N. RONALD REAOAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.eom L AA M: 0003325 Is g O QI 1¢y I g i BUDDIVMN ABBOTT PARK LOT #45 BLK #9 11PROJECTdo 04 81.000 45 91 UODEIs 4EHB "2605-HAYDEN" GARAGE DWING: RIGHT PAGE: DETAILS 160 MPH EXP. C aCA=: 1/4"=i'-0" aLKEE'r D3 OL •0.D g14M0 • PT. A OL ROAD NYA10 L CBaYa . PT. a L CIRIAN • 1•(. C OLpLD NWO•R.A L Ow."m • Pr. a raw ® LRaD WiW •PT.A L CABAOR • PT. s L QwAn • PT. c A few PT. c OAR PC. a ML PT. C Toucwn BMW" PLANU aB e BDROM MAHM MTal,La(r ORAL FOLD, 02 mmCUT. CIG 3 COAT C6'E1V: ITER a 404 W f COAT IT FLAMM(CPW LATER o. RXUPOM iMG PAPER DRAPE OLT) LAYER L w ~OWAMs pan KKX-= KAMM (ORa MAL) Q KICKOUT DETAIL h"Bv � I L �L J- ""m "'*" aAL (mo p. .owaL pQ�J�• a• ""•W. �F QI1 0M. Rnl.serlaK. WOOD SHEATHING OR CMU WRB LAYER h, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER L--SCREED 5'X5' 'L' TYPE CONTINUOUS F GALV. METAL FLASHING Z (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) LURE LAYER 02 (FORTIFI5ER — — - — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LSS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdmigngroup.com AA N: 0003325 1 M a q BUDDM & Loa' ABBOTT PARK LOT #45 BLK #9 P" 04181.000-45091 MODRIA 4EHB "2605-HAYDEN" GA>teAGE BWnM. RIGHT PAGN: WALL ASSEMBLY DETAILS 160 MPH EXP. C .� U IDA 12/06/19 xMW WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTfFIBER — — — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH ro' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • I ' TOP t SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'CLUCK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE FLASHING !INSTALL—� PER MANUF. SPECS.) BUILDING PAPER ---, UNDER 'QUICK FLASH' AVENT PENETRATION SCALE. NTS. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 I 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 )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z REAL OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 WRB LAYER " STUCCO WRAF CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRS LAYER $I STEP #2 WRB LAYER 01, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP \ .. MEMBRANE FLASHING �- WRS LAYER 02, FORTIFIBER BUILDING PAPER STEP #3 STEP #4 -- ELA ITOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL oe .o^•o oa SECTION) n_ METAL LATH STEP S STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN SLV LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.00m ` AA 0: 0003326 E Y O SvsDrv. ao r+OT ABBOTT PARK LOT #45 BLK #9 PROJffiCTp 04181,000-45091 HODSre 4EHB "2605- HAYDEN" OARAGffi DWINO: RIGHT PAGB: WALL ASSEMBLY DETAILS %160 MPH EXP. C DEC A 1 NT a TW. 12/06/19 dd 8HZXTT A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER '"2 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 2 1/2' 1, CORNER BEAD (FASTENER 4 SPACING a "1' O.C.) CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK 1441 N. RONALD REAOA4 SLYD LONGWOOD,FL32780 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA g: 0003325 a= V mms BURDIV. As x'o ABBOTT PARK LOT #45 BLK #9 PROJECT* 04181.000-45091 UCDELa 4EHB "2605-HAYDEN" GARAGE 9TInM: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C DATZ 12/06/19 SCALE: 1/4"=1'-0" aPiEET WA3 UK= CONSTRUCTION DE70ND UIOOD SH"TW IG UEATFFER RE818TNE DAMMM 9 UEATNM INESISTWE Xx 1�4�LAP alom / i I / \ Ft.AeHPIb "EKING b• OW-ADHEPW4 FLA814W4 f UEATHER RE8I8TIVE / \ \ DAMMER M STARTER 61PBP � \ US ER P"STIVE MAPIMVP- W004 FLAOM GALV'D METAL GALVV METAL 'ZPLASWW. olt 'Z• RLA8NN6 IUk}!OD TmH�M� m / \ CAAM 1 � x b' iRMwGAP UCA"M \ \ / OR APPROVED ORALANT atuccn cAsy4a ` OEA2 SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-S41-0% MIN. 2B LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE CUURB LAYER 01, STUCCO WRAP) WRB LAYER a2 (FORTIFIBER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760. PH: 407-774.6078 FAX- 407-7744078 www.abdesigngroup.com AA 8: 0003325 Y O IA tMDM IBBOTT PARK LOT #45 BLK #9 ROJWT# 04181.000-45091 MODEIs 4EHB "2605- HAYDEN" GARAGE EMING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C I DEV I mo PRINT 12/06/19 DATE: SCALE: 1/4"=1'-0" SKEET tl Y A 4 1/6' TEXTURED FINISH • WOOD, --- -- - --- - - --- -- - - --' ' -7 2x6 SUB-BANt> I/2 TEXTURED FINISH • CM x x x 777' I W/I'x4' NOTCH METAL LATH x r -— - ----__ END, WRAPPED IN / / + PEEL a STICKOR METAL FASCIA WRAP WOOD BHEATHMG cm x x x x x x x x x x x s I I 1' I DRIP EDGE I\� WRS LAYER'(, STUCCO WRAP(PRAIME ONLY) WRS LAYER 02, FORTIFI5ER x x x x x x x x x x x x x x x x x x x x x x x x TEXTURED I� FINISH ®WOOD i sue 2xe BAND - -- DUILDING PAPER (FRAME ONLY) ROOFM CEMENr x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU FELT PAPER 1 11/8 1/2' TEXTURED I / FINISH CMU ��\ x x x x x x x x x x % DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x METAL FASCIA UJRAP Ye' FROM ©PL B METAL KICK OUT x x x x x (REFERENCE POINT ONLY. FOR WALL OFF ! �- --------- --- ----- a STUCCO, I' FROM �� i WOOD WALL EXTERIOR WALL WALL r4N \� x =' SET OF COMPONENTS) METAL FLASHING, WRAPPED (FRAME OR CMU) MIN. Y4' ABOVE BOTTOM OF DRIP EDGE `\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY W/%'x4' NOTCH • \ END, WRAPPED IN \\ ROOF DECK (BEYOND) PEEL 4 STICK \\`DRIP *ROOF CEMENT \ EDGE, I' OFF WALL NOT INTO STUCCO) FEDGE OMITTED FOR TEXTURED FINISH a CLARITY WOOD, 1/2' TEXTURED SUB BAND DETAIL ® WALL \ FINISH a CMU / 2,6 SUB -BAND W/I'x4' NOTCH a ' END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• --� x x X PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/t1 'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.ebdosigngmup.00m AA #: 0003325 0 OTJBDIV. ae IAT ABBOTT PARK LOT #45 BLK #9 PROJWT 04181.00t--45091 MODEU 4EHB "2605-HAYDEN" GARAGE OWING: RIGHT PAGO: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C DA =* 12/08/19 sCAIA: 1/4"=l'-0" s =ZT WA6 F TE-, 7 28'-2" Y-6" m I I OF SLAB TOPuj 'a4o 1 ' 4" CONC. r w SLAB I 3 0 a n 1.1 I--------- FM-18x18— —1--- i"�----4--) it t1 it ii 1 I ,0' 11'-B' 1115'�" 2'-B" i-0"" it 4' PVC r CHASE 4 in IW i4 m _ 0 it coW I� 9 TOP OF— SLAB i i �I 11 LL U I R V 00 it 11 n I 20,5" T5" 11'-10" LL 9 ii Cw-,anz t' - it 11 it ii 1. F-2 4 c p 110Z M W Fi uuj )uJ QIIN ovn v - u~i UP TO 2ND FLOOR Y fV O 0 anw (FIELD VERIFY I O F_ n 8 EXACT LOCATION) ' N 1.1 I 5 8 I 3•_0• 1 0 s 9,_3. 9,_0. 75. 9,4. q �I #3 TRANSFER STEEL 24' O.C. MAX UI y •@ 2 0'" FIN. ELEV. FI-0N. CONC. SLAB I I I� ,oI I� 4 16'-(r L — FM-18xl8— I� 4 4 9 5" T-6" I6 m M x FM-16x18 Q N I - � LL N L---- FM-12x18—-- Y R m NJ FOUNDATION PLAN SCALE: 1/4"= 1•-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE + 0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10' SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.GINDICATED #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: Fm = 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 i OF SLAB SUPPORTED T-W O/C MAX. SEE PLAN FOR WWM SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6.6 W1.4.W1A OVER GENERAL 31Y1" 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. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS IS" - (2)#69 (,)014r FM-16x18 16" CONTINUOUS 18" - s + -o" FM-20x18 20' CONTINUOUS 1B' - a _ (+)0'1" FMC-16x16 16" CONTINUOUS 16" VARIES CW-1202 12" SEE PLAN 12" -72737 - (+)0"-0' CWC-12x12 12" SEE PLAN 12" - s VARIES F-24x24 24" 24' 12" TE-1 8" SEE PLAN 8" d N. RONALD REAGAN Bl LONGWOOD, FL 32760 PH: 407.774,8076 FAX: 407-7744079 www.abdosigngroup.com AA #: 0003325 O D pp --1i 1nX�L� 1(nXFL`q� 1qK�� 6 �e U stmDrv. As LOT: ABBOTT PARK LOT #45 BLK #9 04181.000-45091 MODEL: 4EHB "2605-HAYDEN" OARAOR 8TWUM: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C L AR NO 93M i DA IM 12/06/19 DCAIM: 1/4"=1"-0" >lFIEET sl 30' MIN. EACH WAY MONOLITHIC FOOTING Z. - '- .¢ Z 22 STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED rr CELL SEE PLAN FOR SIZE AND d_ a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �, 4. yr SPACING REQUIREMENTS mW CWJ W { : I �¢ "' �— °" GARAGE DOOR W RECESS cfa Q ¢ FM—. • .o g� y Z 8" CMU WALL O 8" CMU WALL . CORNER BARS, SAME SIZE AS BAR I Lu W B" 2 *- 0'� I, IN FOUNDATION WITH 30" LEG EACH w = .- 0'-0" "• I WAY AT ALL CHANGES IN DIRECTIONS 058 TOP Op" . .. .. .. TOP OF SLAB I ... I` SO THAT THE STEEL REINF. 13 CONTINUOUS ti"'".'+t'—"y'"'•'1+�"' ,�.....� ° �� I, ° MATCH AMOUNT OF CONTINUOUS BARS I.° CURB FOR • "� a EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 4B BAR DIA. -4" CHAMFER (+STORY) 18" EXT. PORCH SLAB - V IF 'SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER I� 2 I .ILL ' � ¢ CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ,�yL�. 7=p" MASONRY UNITS SET AT ELEV: WI 1/2" ISOLATION JOINT (WHERE s • • �� 6" CHAMFER (2-S70RY) #4 24'• W/ I* ISOLATION (I -STORY) < 6" CHAMFER (2-STORY) a APPLICABLE) Z SEE SCHEDULE #5 30, JOINT (WHERE APPLICABLE) •' i EE SCHEDULE Z_ ? WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2 FOR WxD, BAR SIZE #6 36" FOR WXD, BAR SIZE 2 DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST v AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS Ile.2 TO 3, PROVIDE 2 BARS), LINO #7 42" � EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3/a"=1'-0" 2 @ GARAGE SCALE:3l4"=1'-0" 3 CORNER BARS DETAIL 4 DOOR OPENING 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 W/ PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE Lu PLANS FOR SPACING. SINGLE NEW REINF. BAR BTM. PLATE TO BE PT. O a SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPED a g EPDXY. MIN, EMBED SLAB WNOd MASONRY GALVANIZED PIPE $ 8", UNO NAIL 16" O/C STAGGERED. W/FLANGE @ BASE FOLLOW ALL MANF. ADDITIONAL METAL SPECIFICATIONS FOR CONNECTORS NOT m USE AND I REQUIRED WHEN NO 4 F= PREPARATION OF u) UPLIFT IS PRESENT. in Z HOLE. ofSECURE SEE SLAB SCHEDULE FLANGE TO SLAB W/(4)1/4" X 2 1/4" ._ p TAPCONS QQ• TOP OF SLAB Q Q" 7-1, . :a 4- CHAMFER(1STORY) 6" CHAMFER (2-STORY) - e 4! s ° EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL ��� BOLLARD MONOLITHIC FOUNDATION $ `� V scALE: 3/a"=r-0° SCALE:314"=l'-9' (NO UPLIFT) SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN VA 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE � STEEL REINFORCING IN GROUTED PLANS FOR SPACING, SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. Of Lu ADDITIONAL METAL CONNECTORS NOT L) � =� REQUIRED WHEN NO 0. 8" CMU WALL UPLIFT IS PRESENT. _Z 2 POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (fYP.) p y +- 0'-0" TOP OF SLAB *- 0'-0" n - TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING - -0" TOP OF SLAB .'a• 1/2" DIA. USP 725OSD BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM AND EXT. PORCH SLAB EE SLAB SCHEDULE 4" CHAMFER (1STORYj BAR SIZE 48 BAR DIA. "> OV .• 4 ENDS W/ 1/2" ISOLATION 8"CHAMFER (2STORY) #3 18" ° 16" O.C. VERTICALLY MAX JOINT (WHERE #4 24" , APPLICABLE) Z MATCH STEEL e•° #5 30" SEE SCHEDULE 6" PVC CHASE REINFORCEMENT PER SCHEDULE 06 36" 6' PVC CHASE THRU FOOTING FOR WxD, BAR SIZE THRU FOOTING #7 42" AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WxD, BAR SIZE ANDBARQUANTITY PVC CHASE PER SCHEDULE (�,-`�INTERIOR 3/4"=V-o" (NO UPLIFT) BLOCK WALL CONNECTION 12 THRU FOOTING SCALE: 3/4"=V-0" SCALE: 3/4"=+'-O" d441 N. RONALD REAGAN BI LONGWOOD, FL 32780 PH: 407-774807E FAX: 407-774-4078 www.abdos)gngroup.00m L AA 0: 0003325 m Y ppp q � 3 ABBOTT PARK LOT #45 BLK #9 PROJ=T 04181.000-45091 MODEL& 4EHB "2605-HAYDEN" GAMAGE 8WXKO: RIGHT PAGE: DETAILS 160 MPH EXP. C DF—IUNTA 12/08/19 8CA JA: 1/4"=1'-0" m*Em T S1.1A FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAOAN 8t LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA M 0003325 o iL j evsDry as LOT ABBOTT PARK LOT #45 BLK #9 PROJECT 04181.00- 45091 MODEr1 4EHB "2605- HAYDEN" GARAGE JOWDM: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C DA � 12/06/19 8CALE: 1/4"=1'-0" SHEET S1.2 TIE VERTICAL REBARc TO HORIZONTAL Z RESAR W/ 10" HOOK z —GROUTED BOND BEAM VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION ` I 0'- FIN. FLR. +� as TIE ERTICALREBAR .. ° TO HORIZONTAL ,a.. REBAR Wl 10" HOOK BAR SIZE 48 BAR DIA. ZLpU #3 18" #4 24" m U #5 30" #6 36" #7 42" HORIZONTAL/VERTICAL REINFORCING SCALE: 3l4'=1'-O" wW 0 > 7 CL NEW REINF. BAR SECURED W/2-PART 'L EPDXY. MIN. EMBED 6, UNO = Q FOLLOW ALL MANF. to SPECIFICATIONS FOR _ USE AND a m PREPARATION OF Z HOLE. W� - ° ,4 — ,°— STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=V-0" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 1 18" METHOD #4 24" HORIZONTALNERTICAL #5 30" REINFORCING #7 42� L SCALE: 314'=1'-O' #5 BARS ,.a, FF c V- CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 FM: 407-774.6078 FAX: 407-7744078 wwwabdosigngroup.com AA #: 0003326 �Q�Qii11 9S t � Y `J J rommm at X.0T111 ABBOTT PARK LOT #45 BLK #9 "'o"T 04181.000*--45091 MODEIs 4EHB "2605— HAYDEN" GAP.AGZ 8WnM: RIGHT PAGE: . DETAILS 160 MPH EXP. C mmoll n � 1z/os/1a BCALE: 1/4"=1'-0" BHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 10 HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 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 9-0% FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESSCRRNPTION REMARK Q (2) 2X8 BEAM SCHEDULE ZERM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E. = EACH END, 01C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION rc (psi) SIZE WXH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x16 (1)'IS (1)#5 WA GROUTED SOLID 862 MASONRY 3000 8x8 E7(1)#5 WA 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 0-4—SIS SAFE LOAD - POUNDS PER LINEAR FOOT 0-4— SAFPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH WS Woo rrn Imam via -is M ero.1s wmm amp -Is N244s Rs44s M&M m" M"s mw4s TYPE LENGTH B118 8FS RCFIU TYPE LENGTH e,s4t olo,sr matt SMUT eP1e-,r erts27 tt I W2W nt•tt MU,2r e�tr etmaT elaatt WOO 3'4r (42� PRECAST 2281 3em 3Ho eta OW M Iron Y4r M PRECAST 1025 1014 IBM V4' (42") PRECAST lees I3M 43H nw 0132 7w1 aow 4110111 6113 lea wm I. ,taro lees MIN 3w4 4894 am nmE4- 4%W (4n PRECAST 1988 Zen sro1 mm 4w em 7ro4 nn 4,4• ( PRECAST 786 is9 1309 4'4r (/8') PRECAST 13w 2ne weo ins 4m edm mw 4w n13 mn en4 10N4 ,tero I= 230 30w 3w 4m Nman 44' 64 PRECAST ( 1699 1w mle met sm 4m No e2N 4'4' (54') PRECAST 592 591 1073 W4r ,) ,T. Iw am me7 sm 4w 4711 $1M 4 m n13 Yw am wm4 hero 1207 2m 2m7 3m 4w 4711 9;• (04� PRECAST 1217 1sa 14m tw mw 31m 31/e 4w S4• 1649 PRECAST 411 4it 716 B•4' @49 PRECAST the m gem Me 3w 3w1 less 33w ew W 1010 iris we me same 3m9-10" PRECAST toe2 „061,m ,N, m10 3w fero 34m S•10 l70) PRECAST S40 8� 818 8-10' (70") PRECIS Iro , mN 3707 3eml7D') 141 mm 43N n Ttn ew m Im mw mw 3w7 mm,w l7S•) PRECAST 9081= n77 3w 3sst 4707 4w SM V4rCM PRECAST 607 Mt 400 94• (M PRECAST eN 2W 3m194' 21n sm Net nw t ens m W tw 2w Imo IM 3T12 Mn PRECAST 743 Oil 17m 202 we mw w1 mw T4' On PRECAST 424 534 3B3 T4• On PRECAST 7n , nn 3=7'4' tat t7m mn aw emt awl s4m Tn t224 teN mm am m27 am 94• „ PRECAST Z7 66lmII ew ttw ,w mN fe mw a3ro 44"(::� PRE/18T 612 290 94' (112') PRECAB'f wt 7w ,t 9W mw( ,ate ,w w4 dma weD del ass the tw ,w mN mm104" , ( 2d') F7iE0A$T 476 w w 12n mm 27n :m gem ,9t (,26') PRECAST 284 401 180 194' (128� PRECAST em m w „w , -1 w ion 1w mw 2m 4m4 w m lift W2 nM m. 2w 114• 1 ( PAECAS'T 382 Me w tw ter am 3W 400e 1R4' (185� PRECAST 200 452 154 114• (136•) PRECAST 4m ON am Iw 19 1 m2 24 taw tw sm 3w 400e 4N en Im" Im tam mdaw 2w7 t210' (1M� PRECAST 937 w m 12N ,w4 2m 2m me 1T4r (144') PRECAST 244 402 IV 1T-0• (144') PRECAST 410 40 rm w an 1m4 two am awe 3m 4m w w taw to m'm 18'-4' 1 (� PRECAST 296 471 TR 1m /473 IM 2w mw 18C (160') PRECAST 217 XW 110 ,9< (16n PRECAST w w w7 7w ass t 1w m w tom tom tw am mss 4m 40 7w ,iw N 1N7 14'4• 1 ( PRECAST 210 4N 2! fOro tw wn 2w mw 14'4' (188� PRECAST 206 299 ,00 14'4• (199� PRECAST 314 ass 00 7m ew 1w 441 me taro tw tsn 2127 2m 4% 40 717 law t IN 1P4' (1T6') PRE N.R. IR M Mt ,R M M tR 14'4• (178') PRE NR 2d4 91 14'4• (,78� PR6'II8:88B) 2• w ass m nD des m ass w t m , 1tN 173{ 4w 7w I3m taw m4a m17 2N2 iBJ• (1847 PRE87 NR M M M ,R M, NAIR 1B�' (184� PRE N.R. 269 83 1B�• (/M� PRE 2N m w 4w w an saw 7aa o0owd M1 sm. 1w n2 H0 tw Im 20w 2w m13 ir4• 01D6'1 PRE NR Nottw tw Nt Iw Mt Mt PM Pq�TRE88E0 NR 194 M 1r4• am PREarmeam to to m3 aro 4w wt en 746 w t IN 1 m tm 3w w w tw wm low2wira' IW-C RM PRC81AL8� Nit Mt MR M, M M m M III 19-C Rom") PRESTRESSED NA 148 62 19'-4' Mn PREBTFESM in m w 4n w a47 747 4211 m ton tmt tw iris in ,42 208 2N 4m 3n m w Nt 4w w 122Y ew 21141 (l66 % P N.R M, Mt IR MI Mt WR ��� )PRIG Nit 42 21'4" Gam') PR MI t42 m m w7 rn w /w tw w w w 1114 an tow 2r-m (2649 PRE N.R "" "" "" 1A M "" MI ZY4. CM-) PRED. NR 116 40 2r-C R64') PRESTRESSED to tw m 4ss w w iN nb w m IOU tma ,w ,n ta, 2m tm w m w w w w we 4n w w 24'4" (2859 PR68T m m N.R xR xR M eR M, NA Mt ��� ) PREBIREBBFD N.R 91 8s 2t'4l )PRE 724 m2 ne 4e0 ew 7n m tm mD 4w ee4 w wn ten (#) 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. ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTCRETE MAY 2D16 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE •ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-D" li N. RONALD REAGAN BI LONGWOOD, FL 327W PH: 407-7748078 FAX 407-7744078 www.ebdesigngroup.cwn AA N: 0003325 1 a Y SEEN ilk ABBOTT PARK LOT #45 BLK #9 PROJ>mCT 04181.00- 45091 MODRL4 4EHB "2605— HAYDEN" OAP-%GID 87ING: RIGHT PAOE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ARCH GV 13 9AMABOUCCHWAM AR NO WM DA 12/08/19 aCALa: 1/4"=1'—O" a*== s2 #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BONDBEAM —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP SCALE: IT IS THIS ENGINEER'S INTENT THAT XFXX -1T/1 WOB INDICATES A DOUBLE BOND BEAM AND XFXX-1T/0WOB INDICATES A SINGLE BOND BEAM PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN, NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. F = FILLED W/ GROUT U = UNFILLED OMINAL # OF #5'S, IN 2ND BOND IIDTHBEAM COURSE �16-1 T/1 IAA/ B NOMINAL HEIGHT a nF s5•S TOP 4COURSE # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE -CAST �aa 1M" WINDOW £ SILL Z SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1Y1"=1'-0" TYP. 8"x8" m BOND BEAM TYP. 8"x16" 70 BOND BEAM 8xl6 DBL. BOND TOP OF BEAM W/ (1) 05 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR ..�; BOND BE GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8XS PRE -CAST CONCRETE LINTELWI(I)#5 LENGTH OFBARWIDTH OF MASONRY OPENING-2" OR BEAM DESIGNATION n 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=V-D" LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS rna de-410 Eb SINGLE #5 CORNER I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF S. FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDEOF STEEL REINF. OF ELEVATION BONO. BEAM CHANGE CHANGEIN G ELEVATION OF BOND BEAM SC E: 3/ "=1'-T WOODSECBON FASTBER SPACM d. =2" MIN, 2 J" MAX a. = 2 t MIN, S" MAX & =1 }"MIN, 2 J" MAX Po MIN, 2 k' MAX d6 =2" MIN, 2 }' MAX 16 2t"MIN, 91MAX W2d s=17J"MIN, 2? MAV e. =1?" MIN, 2 e MAX d. =2" MIN, 2 -" MAX S. = 21" MIN, 2" MAX W 21a s, -1 k" MIN, 2 j" MAX % - t 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 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW ar = SPACING BETWEEN ROWS OF FASTENERS e. = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT Cl SCALE: N.T.S. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngroupcom L AA #: 0003325 Q 7 imp 5 summ ae LOT ABBOTT PARK LOT #45 BLK #9 PROJECT* 0418 .000-45091 MODRU 4EHB "2605—HAYDEN" GARAGE SIMNO: RIGHT PAGE: DETAILS 160 MPH EXP. C DA 12/06/10 SCALE: 1/4"=1'-0" S8EET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 10 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/7 HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 112" 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, 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"). S. 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 PSS36, .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 WI A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I 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 6 BASE PLATE OR REMARK DESCRIPTION FtE1NFORCEMENT WD_i 4X6 (3)¢'k5)¢") SYP. USP HTT4 W/5/8" DA 553.1A PT., WOOD POST x 5" EXP. BOLT r--------� FIRE I" . .2� I Lg(------- FLOORS 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD DRAFT STOP PRE-ENG. FLR. JOISTS'ff�v� II TI 2X4 NAILER FOR DRAFT STOP 3l4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 511111 TO CMU WA L.GUM40 W44)%5a BOLTS AND 4) W SCREWS TO BMt, I IM PLYWOOD EA. SIC FIRST FLOOR FRAMING PLAN SCALE: 1/4" = l'-0" IJOIST 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 wwwAbdeslgngroup.com L AA Ni 0003325 Is tK StMDIV. 84 LOT ABBOTT PARK LOT #45 BLK #9 PROJRCT 04181.00t 45091 MODRL: 4EHB "2605—HAYDEN" OARAOR swnM: RIGHT PAOR: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C MAO A ABOUCWIICRA L AR NO 93M A D � 12/08/19 eCALR: 1/4"=1'-0" BiHRRT s3 A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS. FL#17680 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) I Od x 1 1/2" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 1X2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x N-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES ® 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ 1A 16 GIRDER CONNECTOR(S) SEW BACK=RLLOCK 1FIKp01fi88 4500 3/4" WOOD PANELS 60M (2)1/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER 3W' T 8 G SUSFLOCR GLUED AND SCREWED AS PER SCHEDULE ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL USP HTA16TRUSS ANCHOR— fH (9)10d x 1 1/2" NAILS TO LSS EA. PROVIDE 4" MINIMUM NCRETE EMBEDMENT. DBL RAP, 1 EACH SIDE WRAPS UP D OVER TRUSS (NOT OWN) ED IN CONJUNCTION WITH AW UPLIFT CONNECTOR 117680 PLYWOOD SHEATHING, SEE "ROOFNVALLJFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. (A) USP LUGT2 W/ (5)1/4AL POWERS WEDGE BOLTS (16) 16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x6" WEDGE BOLTS AND lx2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED IX2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BE�CHEDULE SOLID, 8" EACH WAY OF BOLTS 12"O/C A ALLOWABLE UPLIFT = U:3980 LBS, LA785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF LA`� GIRDER CONNECTORS) SCALE: 314',I'W LSTA1220 GAUGE W/ 10dxl/2 HOG COMMON NAILS. EACH END TOTAL OF 10 sew8ACKBRBLOW 111f mm 4500 3/4" WOOD PANELS 6DD0 (2)1/2" WOOD PANELS 60 (2)12" WOOD PANELS 90 2x LUMBER LVL/IJOIST WITH PRE-ENG (JOIST BACKER BLOCK 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECUREDOUBLE II O EN AI STOP PLATE I I I wl (2) 12tl TOENAILS HTT16 WI 518" A.8. WITH 20 OR 2x6 WOOD BEARING LAliMIN. 7" EMBEDMENT WALL W/ SYP No 2 STUDS SEE TO SLAB 8 (20)16d x PLANS FOR SPACING. SINGLE 2-112" NAILS TO POST., BTM. PLATE TO BE PT. POST TO SIT DIRECTLY PROVIDE DBL. TOP PLATE DNS 8 PROVIDE BLOCKING 1/2" GYP. WL. BD, I -JOIST CONNECTION @ L.B.W. `* SCALE:3/4"=l'-O" (NO UPLIFT) DEPTH 1/460 —HOLE EDGE >5/8" —HOLE DIAMETER < 2/5"D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 112"=1'-0" EDGE >5/8" HOLE DIAMETER < 3l5"D DBL. STUD LVL/WOOD POST CONNECTIONS l.ill���ll!■�II��lIl: ■ow mm m A- USP TFL1716 G < 1230 LBS, U < 140 LBS WI (2) 3/4•" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6)10d GALV. COMMON NAILS TO HEADER AND (2) l0dxl-12" GALV. COMMON NAILS, TO JOIST FL#17241 B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6)1 Od GALV. COMMON NAILS TO HEADER AND (2)10611-12" GALV. COMMON NAILS. TO JOIST FL#17241 BB - USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 3/4*' WEDGEBOLTIJ-BOLT, 5" MIN. EMBED (22)10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. COMMON NAILS. TO JOIST FL#17241 C - USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (12)10d GALV. COMMON NAILS TO HEADER AND (2)1 Odxl-12" GALV. COMMON NAILS. TO JOIST FL#17241 D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS WI (8) 3l4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)10d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS. TO JOIST FL125749 WOOD LEDGER ATDETAIL SCALE: 3/4"=l'-0" D- 6'4" MAX (W/1X4) OR 10'-0" MAX (W/2X4)* # 1175 UPLIFT USP - HTWM20 W/1010d TO TRUSS AND (4)114" x 2 1/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/101Dd TO TRUSS AND (4)1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM 3 TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 314"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO XBRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'4" TO 30'-0" (1) "X' BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X•' BRACE @ CENTER TO BLK W/ 1/2" DIA. (2)'W' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32" OC )IAGONAL .CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 CING, SEE P.T. PLATE W/ 12d'e 8" 4 FOR LOCATION STIFFBACK (AS PER O.C. MAX NOT BE UIRED TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d'e Q EACH TRUSS TO BE INSTALLED CHORD OF 10'-0" O.C. MAX. ID ROOF TRUSSES ix4 BTM. CHORD BRACING 6-0" O/C `END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERsecnoNTYP. BTM. CHORD BRACING 6 SCALE: 3l4"=1'-0" 24" 24" MAX. W IJOISTWEND MAX. SPACING 8" END w/I-JOIST TYP rvP ACIN EE FRAMING PLAN END ED OF BD. MAX MAX MAX 12'IXP. (2)2X8 SYP P.T. W EDGE FROM (2)2X12 SVP P.T. EXP BOLT/JJ30LTW/Y LEDGER BOARD LEDGER BOARD TO BOLT/JSOLT WIY WASHER 8512' TO BE USED 1. ENSURE THAT EXP. BE USEDWITH (JOIST WASHER a 512' MIN. EMBED. (TYP) WRH (JOIST BOLTS/J43OLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, WALL AROUND BOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF Z 4'4r. Z 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 m 4. EXP. SOLTSIJ-BOLTS SHOULD SYP PT NOT BE ANY CLOSER THAN IT Z O/C. Z m 5. ONLY LEDGER IN DIRECT- (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 BPACYKI CENiW1LSPACINO A DOUBLE SYP 2x8 1/7' 8" MAX. 24" O/C MAX. B DOUBLE SYP 2xl2 (2) 3/4" 8' MAX. 24" O/C MAX. 10 I -JOIST WOOD LEDGER DETAIL SCALE: 3/4"=V-01' SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=l'-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 USP RT16A (FL#17236) OR LUGT2 (FL#17240). 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. ALTERNATE MATERIALS SCALE: 3/4"=V-0" 11 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 a c 5 swan►. eg LoT. ABBOTT PARK LOT #45 BLK #9 PROJECT# 04181.000-45091 MODEL& 4EHB "2605—HAYDEN" GARAGE sWENO: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C AACRIECT, EC 1 01! ROLAtD A ABOUCHACRA L_ AR NO 90723 DrRarr -1 w12/06/19 SCALE: 1/4"=1'-0" s*mmT S3.1A IF NOT USED 1 USP LFTA6 W/ (16) 8d COMMON NAILS 2x STUDS USP LFTAB W/ (16) 8d EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTH6 BTM. W OIST LVL PLATE STRAPS W/ 10d x 1 1/2"HDG NAILS FL#17239 WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL SCALE: 3/4"=V-0' 8"CMU WALL REINF PER PLAN PER ELEVATION LL N O VU � �w R ELEVATION l� (2) 2x4 P.T. W/ MASONRY NAILS (� 12" O.C. 1X2 FIRE -STOP .3"., i� #8 WOOD SCREWS 1 x 2" LONG C W STAGGERED OFF CENTERLINE 3A" AS SHOWN 1 3/4"3I4" N SCREW PATTERN IJOIST (SEE FRAMING PLAN) DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR q TO EXTERIOR WALL v2 SCALE: 3/4"=1'-0" #8 WOOD LONG9" 0 CEWS x 2" STAGGERED AS SHOWN = DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3'1A' 1 8"CMU WALL REINF PER PLAN PER ELEVATION mac. 3F :'• SCREW PATT RN 1 � �a PER ELEAI Eg 2x4 P.T, CEILING 24" M FRAMING PLAN ) NAILER WI MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE: 314"=1'-0" 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. SHEATHING SEAMS) (BLOCKINGG O PRE-ENG'D WOOD SEE SCHED, BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) G 24" O.C. MAX 0 2X4 DIAGONAL BTM. CHORD PERE VATION 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 12" HIGH Wl 1/2" DIA. ANCHOR BOLT W/ 2" A - USP MTW-12 U < 1195 LBS STRENGTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH W/ (14)10d GALV. COMMON SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2)USP MT W-12 U c 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2z8 P.T. LBS WI (14) 10tl GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 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 USP SPTH4 OR SPTH6 BTM 12" GYP. WL. BD. 0 AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONS. 2x4 SECUREDWl 0d's®EACH FILL ALL HOLES, DO NOT USE 10dx 3" 12"x9" WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH TRUSS/VVOOD POST CONNECTIONS TRUSS TO BE INSTALLLEDED 0(Q 10'-0" O.C. MAX. EPDXY 5-12" EMBED. MIN. @ 16" 1 Oa 10b 1 Oc OC MAX. CALE: 3l4"=1'-0" GABLE END BRACING W/ PRE-ENG GAB LE TRUSS @CMU WALL °' ae. 5Rt=TO POST CONNECTION O SCALE: 3l4"=1'-0" _/e•.e °': A- USP MTW-12 U: 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 B - USP HTW-20 U < 2045 LBS W/ (20) 10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U - 3715 LBS MUGT TO TRUSS W/ (4) 10d GALV. COMMON NAILS TOP, (6) iOd GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5/8r' A.T.R. TO PHD4A AND (10) WS3 WOOD TRUSS CONNECTION @ L.B.W. SCREWS TO POST FL#17240/FL#172419 Po97ToffiJ1eCONNEcnON 3/4"=1'-0" A8B - USP PAU44 POST BASE N:2,265 G:6,775 Wl5/8 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 GA 3,815 W/ 518 DIA. x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (20)16d x 2-12" NAILS TO POST. FL#17324 1441 N. RONALD REAGAN 81 LONGWOOD,FL3275O PH: 407-7745078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 I O : Oi S j LL Svsurv. ae Loan ABBOTT PARK LOT #45 BLK #9 IraoimcT# 04181.000-45091 MODffiLa 4EHB "2605-HAYDEN" GAMAGE SWING: RIGHT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C PRE-ENGINEERED %� VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdosignpoupcom L AA B: 0003325 0 as �p MGMae trot. ABBOTT PARK LOT #45 BLK #9 PRodsCT 04181.00- 45091 MODsu 4EHB "2605- HAYDEN" aARAOL' swING: RIGHT PAGE: DETAILS 160 MPH EXP. C paurr DATM 12/06/ 99 severs: 1/4"=1'-0" S3.1C SECOND FLOOR DECK PLAN SCALE: 114' = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-774-4078 www.abdosigngroup.com L AA $: 0003325 3 a axmDry e. w p ABBOTT PARK LOT #45 BLK #9 PROJffiCT 04181.000*--45091 HODRL- 4EHB "2605— HAYDEN" GARAam OMNG: RIGHT PACIM SECOND FLOOR DECK PLAN 160 MPH EXP. C ptXKT R 12/06/19/4"=1'-0"4 19 37'-0" 33'-6" 27'-8" 23'-4" 16'-4" 11'-2" z-a lk N v 4 4 3' 1o'a" — 2 9 L.---------------------- J y_6" 9'-2" 13'-0" 20'-0" SECOND FLOOR DOWEL PLAN SCALE: 114" = 1'-0" d N. RONALD REAGAN BI LONGWOOD, FL 32750 FH:407-774-6078 FAX 407-774-4078 wwwAbdosigngroup.com AA M: 0003325 I ` Y Y : gw aUSDIV. de LOT: ABBOTT PARK LOT #45 BLK #9 P1lOJECT 04181.00- 45091 MODEL& 4EHB "2605- HAYDEN" GARAGE SVfn G: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C IDATE: 12/06/ 99 aCAL.E: 1/4"=1'—O" aiiEET S 4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9)10d x 1 10 HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 2 718" 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 V-0•, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK D.R.P. REMARK 10 (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 (pa1) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x16 (1)a5 (1)a5 N/A GROUTED SOLID BB2 MASONRY 3D00 8x8 (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 LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR W PRECAST & PRESTRESSED U-LINTELS w� SAFE LOAD •POUNDS PER LINEAR FOOT w �FCMR SAFPLF w�%1 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8118 eroae �+� eFmw elo4ae eti42 eta TYPE LENGTH 8U8 8Po RCMU TYPE LENGTH a,4+r sun eFtszr st4,r stsar s2o•tr sear s2t•,r seear ru,r smsr s2vtr sM,ns4• (42') PRECAST =1 s4' (4Z7 PRECAST 1626 1024 7666 sr (4z) PRECAST mM 2M4 4eM m 01M mot 2eM 2Mt 4m m mM 70m4%W (46•) PRECAST 1868 44' (4n PRECAST M 783 130 *T (48) PRECAST 194V Dee 311e 2m6 4m m em 4%r (54-) PRECAST 162Y 44' (84) PRECAST m N, ,075 44• (14') PRECAST mro VIV an6 4M 4711 em mm 2W 2m MW 4711 em64• (64') PRECAST 1217iB•4' (641 PRECAST 411 411 745 6'-4' (64') PRECAST , 22M see se s, 4s mS 2m 9Me iebb 71H 46M5-Ur (M PRECAST 1082 B•10' (M PRECAST 340 339 $18 8-10• (70') PRECAST m mm mg.4to 6M 1M7 M 2MMI SW 86m 41M 8'4' (78') PRECAST 908 V4' (78") PRECAST Sm 721 400 6'4' Mn PRECAST W. t 21M W VIZ. MIm ton tIM 28m 2mo aro, 2m r4' Mn PRECAST 749 r4• (90') PRECAST 424 534 863 r4• (W) PRECAST m , ems My Mae m7 12M f084 tom 2tm 2W M2, V�' (112') PRECAST 684 Pam• (,12') PRECAST 326 512 230 V-' (112') PRECAST em 70e t 1474 "'1" ' mm s0 Em Mt s roro 1s is MM 2012 10'4' (128") PRECAST 476 ,V4• (1287 PRECAST 254 401 180 104r (128) PRECAST 010 m on „ 1 2m1 6m eM 11M M. 17M mM 22m 11'1• (128') PRECAST 3B2 f,4- (W8') PRECAST 200 452 154 11b• (126') PRECAST sm ea s ,s t m ,ma 4" bm 1372 SO rot6" 2W 124' (MV) PRECAST 887 11 (144) PRECAST 244 402 137 12-0• (144-) PRECAST 4m 4M 7M lee 1 M6 OEM4m OW em M. aw (186') PRECAST 206 li Is4• (160� PRECAST 2,7 324 110 1sr (160� PRECAST Oro s eM 7M 436 40 14-0' (168� PRECAST 276 14'4• (188� PRECAST 206 208 100 14'4' (10" PRECAST s me a0 4M m Im14'4" 078) PRE81 N.R 1Y4' (176P) PRE8TRE88E0 N.R 264 91 14%r (17W) PRE81RE8SED -2N 20 s em s m s15'�4• N=. (184') PRESTRE96ED N.R 1B4• (1B/� PREB1RE88FD NA 269 83 1"(184.)PRESIRE88ED9M s me s 40 ero w s 1r4• (2 n PRE8TRE8FD NR 1r-4' Wr PR�IRERIED N.R 194 64 1r-4 008') PRESTRESSED tM s 4M toe Mt 740 1Y4• (2�") PRBSRD N.R. 10-4' (282') PRESIRESSE4 N.R. 148 52 1C4' (23T) PRE6IRE88ED roe tee m s s 4a M7 W 747 vn 21'4' Mn PRE8TAPABED N.R 21W DM P N.R 126 42 2T4• (2� pR68'IRFSBED tM rot m4 zM on MISS is 22-0" 04'1 PR NA 224' (284•) PREBTAE88ED NR 110 40 224• (2M') PRE8TRE89ED w rot s mm. sto s24'-0• (M8') PFE07 NR 244' PM PRE NR N 33 24'4' P!e69 PRE »4 ,m 2M sto m no s s s is 1a2 (9) 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. • ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTCAE'TE MAY 2016 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MMMUM C OF BEARING PAST EACH SIDE OF VANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE o: 16-0126.03 o�m000m oomomom Om08)�0�81 Om000�0 000r.�!c�!m�ca 0®�0�00 I�m0000v �000mQ��� 0�00000 �oom000v oom©oov loom0000 '©000000 im�mm��0 000s�a�oo 000a�oa�o �ooav©ooa� ©a©av©©oav 8F16-IT/0M/0B 8F8-1T/0M/0B ) $ b� GT 4 ( BF8-1T/OMIOB w ) �01 S 4e $ 41 a� d o' U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 10'-0" � f �a $ v, a L 8 � I I 'r• L - - J � a% ffi y 010 y ' v#I ;.- "• 8F1&1T/OEM/OB ... •„. .<.x E- �. .a+'.'�' T 1 8F16-1T/0M/0B � 8F16.1TIOMIOB ) 8F16.1T/OM/OB I `-------------------------J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1.441 N. RONALD RFAOAN BLYD LONGW000, FL 32760 PH: 407-7744078 FAX: 407-7744078 www.abdeslgngrouP.com AA S: 0003326 u m 5 acrsan►. as Loa•: ABBOTT PARK LOT #45 BLK PROJECT #9 04181.000-45091 1[ODffiL: 4EHB " 2605- HAYDEN" cwRwcs aVra+Ta: RIGHT ]PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C P � D12/08/19 axasa• s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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"). 6. 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 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 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 812E a8A8E PLATE OR REMARK DEBCFtIPTN)N REINFORCEMENT WD_1 4X6 (3 X' X5 A-) SYP. USP HTT4 WSW DIA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT L------------------------J ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.00m L AA A: 0003325 f :e Q J F 8c7HDIK S. IAT ABBOTT PARK LOT #45 BLK #9 PRGJECTO 04181.000-45091 MoDzu 4EHB "2605- HAYDEN" GARAGE EWDM: RIGHT PAGE: ROOF FRNAMING PLA AND NOTES 160 MPH EXP. C DA 12/06/19 SIICALIN: 1/4.=1'-0. 8HEL'T S6 t ,Y--�AHIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) -1:710 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 +- 0,18 ROOF DIAPHIRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 12" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 518 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1l2• 0.120" 170,000 (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" OA20" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12" COX OR 7/16" 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 MANUR SPECS.) SEE DETAIL. c U J Z w Z 0 LU Y � Z U N ci L'J m 8d RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES Z9 U Y Z N . J rD O r9 0 Q _ . rx Z 19 J zLU w 0w Z =U DO O C7 e Z K Go a >Z T W LD (� LLD W O LU O Q_ TOP CORD BLOCKING AT W O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO. RAFTER OR TRUSS onnP R:ucerulun ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS �8"O.C. IN FIELD` ArACHMEO FOR R SHEATHING. TO BE STRUCTURAL GRADE CSd RING SHANK GUN NAILS @ 12' O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS 0 12" 0.6njN FIELD J\ P. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCH TECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2017, BIh EDITION ACI 316.14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314". PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALLEXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. FORMWORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FO - 1100 PSI AND A MODULUS OF ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESE-lVE TREATMENT: DISODILEM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W1 DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2 CHAIRS SPACED 3 -W OC, EACH WAY. STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFLO TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. S BYPROFESSIONAL ENGINE R REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. SEALED BE E DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 ASHALL BE HOT -DIPPED GALVANIZED. MEETING THE REQUIREMENTS OF ASTM A446, GRADE A,, AND 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 IN ACCORDANCE WITH TF4.14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPVWTCA BCSI V ROOF; LIVE LOAD FLOOR: LIVE LOAD 40 P9f AND VERTICAL BARS SHALL LAP 6. 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-concu-t REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36" WOOD TRUSSES. 10 par BTM CHORD Hloo-concurrent #5 8AR - 30' #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 3W 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. 18 p9f TOP CHORD 20 paf 70P CHORD (7 p9f w/ ASPHALT SHINGLES) p9f w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 p 10 p9f BTM CHORD 5 DST BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IDPsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PSI WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 p9f WIND: DEAD LOAD SPEED =1R2017) MPH SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE 70 BE USED AS A GUIDE FOR BEARING (ASCE S EXPOSURE C, RISK CATEGORY ILA (FBCBLE INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS. FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FLIVEOR FINAL ATTIC LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED BIT LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PUNS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 5OP9/, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50p9f, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40P9f 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 5301 ASCE STTMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE 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 1Yn = 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 71E BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPLAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH MASONRYCELLS WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF AT 28 DAYS. UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL 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" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT, LATEST CATALOG. FOUNDATION/ SITE PREPARATION: "M' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 f FOOTING �' Ps • TYPE OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE. AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S W-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SNALL COMPLY WITH ALL THE REQIAREMENTS OF ACf 301 AND ASTM C44OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION $HALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER RE84R SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY E)OPOSEO TO EARTH (FOUNDATIONS): 8. FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER 1-1Q' FOR 05 AND SANDER 2" FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER V4" FOR SLABS, WALLS AND JOISTS 1-112" FOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 MI. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATKx1 E. ttPE SPACING PEMAPo6 APPLIGTKN E. TYPE SPACING REMWN9 1RPi PURRNOTo -HARDENEDWL GARAGE -BUCK 1/<"DU. 1PCONMA90NR1 11?EMBED., 1°END DUST., MASONRYICONC, NAIL"Gr LONG. To-, No- FASTENER BOD 1ilT'EDGEDWT• SW.AL. EXT. DOOPB 1 x , 9EE NOTES CASE HARDENED COL NA L 11? LONG. MOIL STAGGERED WNAGWTOOP/FASTENED INTO MA90NMYrt'NIC. GMAGE ODOR WICK i0 MA9MiYlCONO 1?DN. W/ E%PANSKN BOLT N O.0 fEl@ED., 1'EtA DI9T., 3 EDGE q8i. .N.-BUCK CA9EHMOENEDCAL e'WC wMDOW,9WR/FASTENED METALSTPMTOR CONTACT THIS ENGINEER FOR SPACING 1x Pf, 9EE NOTES NAIL+1?LONG. STAGGERED INTO MASONRwCONC, MA9LNRY1- REQUIREMENTS EM.9WNG DOOR I2I Y1SOu. -I'Do' 1C OD 11?EMBED, 9"END, NON__NG WOW 1 ExPANSKN 1'EMBE0. -END x1 BUCKLPT, 9EE NOTES NO -ER F NER GI.,. 1- EDGE DIST. WALL TO CONC.SVB WIWA-R BOLT D9 A- DIET. 3PTWNWW BUCK G.13B'PAF xx t,9' S'OIC END. OI9T..11? PT TO STEEL UAL., SEE WI WASHER STAGGEF:O 1 EDGE DIET. NOTE S NOW 1STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING SUCKS 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 SWILL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW ANO 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. tx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-774-4078 wwwAbd"gngroup.com AAt..0003325 OCCOHHHHd3 iif � Y "J BVHDIV. Ae Le ABBOTT PARK LOT #45 BLK #9 PROJECT 04181.00t 45091 MODEIc 4EHB "2605- HAYDEN" GAPt"IC > WENG: RIGHT PAGE: DETAILS 160 MPH EXP. C D 12/06/19- "PSN1 14 ft z�- ib