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HomeMy WebLinkAbout7893 Broad Pointe DrCA A. 99 2(fol a 04EHB 0 HAYDEN 99 4T���'� � ass `(`Ap,V;+G�,%,���' Ir }Od0?EO�RtC pHt��� O Dt�P�OE� HOMES 12602 TELECOM E)RIVE, IQ 0 ZR y TAMPA, F1 33637 Te1= (813) 740-9720 Pax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .IWUM BtMaw coD& m gmpl,, STH EDLSON (8017) -AM 1WA AND STATE C'ODE9 .00CUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS H BASIC MIND SPEED - Vul1=180 MPH Vead=124 MPH •I_STORY RESIDENCE _ • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES Asv. ABOVE LAV. A/C AIR CONDITIONING LUM. ADT ADDABLE M.C. AAMPERAGE Mr Bp BOARD CL CENTERLNE MTD. CAB. CABINET M L, CLO. CF 12X3 N.T.S. CLR, CLEAR OCc CPT. CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER F'LT. DBL DOUBLE PLYWD D.O. DUALGLAZM PR. DIA. DIAMETER P.T. DIM, DIMENSION R DISP. DISPOSAL. RAD. DP. DEEP RaG. DR. DOOR REF. D.S. DOWNSPOUT RM. DTL.. DETAIL R. O. D.W DISHWASHER SC EA, EACH S.D. ELEV. EQ ELEVATION AL SH. Exx EXHAUST SHTHG EXT. EXTERIOR SHWR. F.GJ FUEL GLASS SL. F.G. FUEL OAS SL. FIN. FINISH SL. GL. FIR FLOOR STD. FLUOR. FLUORESCENT SVIS FR DR. FRENCHDOOR FTG. FOOTING TEMP GA. GAUGE TBK. GAR DISP. GARBAGE DISPOSAL T.O.C. G.F.I. �FRRRI FPS TCIRCUIT ios: OL. GLASS TYP. GYP. BD. GYPSUM 130ARD U.N.O. H.B. HOSE BIB H.C. HOLLOW CORE V.P. HDR. HEADER W. HOT. OR HT HEIGHT W/ INSUL. INSULATION WD. LAVATORY LUMINOUS ME�D�INECABINETI MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY OLINE PH NBDTTON PLATE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE FXTDR SMOKE DETECTOR SINGLE HUNG SHFiATHNG SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WAIL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP FSLLAABB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD DATE DESCRnMON 06R&lfi 2-STORY G1U CONVERSION ARCHITECTURAL SHEET DESCRIPTION 00A6 DID SET 188UED PG Cl-COVER SHEET PG GN-GENERAL NOTES PG AI -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PC 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 PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WAS ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-WALL ASSEMBLY DETAILS p2/" ADDED ELEV. 'J' 4 K' WITH SIDING PER MARK 0=5 02R0/ID DID SET RE-16%ED 04AIA8 FOOTING REv15IONS PER M. MaMS 06�nS I -JOISTS INCORPORATED INTO MASTER PLAN 06/l6A6 CONSTRUCTION OOGUIMENTB RE -ISSUED OSAIAS ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL 0Vl6A9 DETAIL- 'ADDNG DAR TO BOND BEAM' ADDED t0 612A 0246AS PLAN MAINTENANCE *STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA A O. A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 �� REVISED LINTEL SIZE AT FRONT ENTRY DOOR SQ.FT. CALL. S 006AS UPDATED LEDGER DOLT SIZE 4 SPACNG Own" REVISED 1-JOIST LAYOIT 1ST FLR LIVNS 1104 60. FT. ztm FLIT uVNG 1501 50. Fr. TOTAL LIWNG 2608 SQ. FT. POWAE 4 1� 60. FT. PORCH III SQ. FT. TOTAL 353 SO. FT. &10 PATIO SO Sa FT, 06/21/111 ADDED LED LIGHTS TO KITCWM 4 BATHRO" PER MARK DOLES 01/13A9 ADDED ST0,E OPTION TO ELEVATIONS Ys', W,'J' 4 w 0SA3A9 LEDGER DOLT SPACNG REVISEDGARM 10/29/1% ADDED OPT. SAV CEILNG HEIGHTS OVOI/20 REPLACE USP CO"CTORS URN S"%ON CONNECTORS 03AS9/!0 REVISED DETAIL ON SHEET D2 OPT. 5'-0' G.U. W.T. 000/20 REVISED STAIR SECTION DETAIL FOR OPT. W-O' CIA HUT. STRUCTURAL SHEET # DESCRIPTION PG Si -FOUNDATION PLAN PG SIAA-DETAILS PG Si.2-FIRST FLOOR DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INT. INTERIOR W/H wWATERRwEAM PG S1.2A-DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. w.L WROUGHT IRON PG S2-FIRST LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.IA-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3.IA-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.1131-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN AB,DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S8-ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SN1-DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 11 N. RONALD REAGAN 81 LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesfgngroup.com AA #,. 0003325 y Y � 2 f:iL 9 4A C? x SLJHDIV. a. LOT: ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.000-16151 MODEM.: 4EHB "2605- HAYDEN" GARAGE SWU40: RIGHT PAGE: COVER SHEET 60 MPH EXP. DATE: 08/31/20 SCALE: 1/4"=1'-O" SHEET C1 4 L GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 8RE 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING 15 STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPEGFICALLY 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 1316INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN /rINCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NO$) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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 ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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. 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 FL41SHES 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-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2'GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE 'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMIN18TRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003328 h Y EVHDIV do I.OT: ABBOTT PARK LOT #16 BLK #15 PROJICCT#y 04181.000-16151 MODELS 4EHB "2605-HAYDEN" GARAGE OWD40: RIGHT PAGE: GENERAL NOTES 60 MPH EXP. SEp D � 08/31/20 8CA=: 1/4"=l'-O" 8*1EET GN 41, ro '-4' 10'-0' '-4 5'-4' '-4 19'-4' 20'-4' 39'-5' FIRST FLOOR PLAN SCALE: 1/4' • 1'-0' NOTEe2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 14b' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 146'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1y'(12.9mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 4b'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.E PATIO 9 9 V.S.to -OVERHANG r--------- of ROOF 1 3052-SH S ----Sri 12'-4' I 2l'-4' I I � BEDROOMIYl o I a g'•°' r,I.G. _ ROOM LIVIIVG N e'-°' cLG. � ROOM :r 'I'-2' 3'-8' 6'-6' 2'-10' 6'-10' 3'-g' 9'-0' (2) 2069 � I I I I IR-ISH N POST � VIG CIV TUB/ I 6B'-Aa' cLG. s I B � iq � I s I I M 0 5'-4' 3'-4 5'-8' 3' H$• 3'-0' 2'-5' 0 � 286a � i STAIR DATA aoG�un6 e�e°c�rlwovnMDel�a�a°B ��- � rae xor°Nrroaw IIBIAl118 MIN. WINDOW 10 5 3V-50 CRITERIA EXTERIOR SWING � 5 36/-4T DR MIN. CRITERIA SLs.D. MIN. {I 5 34/-43 CRITERIA I(s0T0 O.H.D. 112 5 31ID/-34b BASIC WIND SPEED MPH 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. C0181gLDATEOaIlN SQ.FT. CAM'S 1ST R.R. LIVING 1104 BQ. FT. 2ND RR LIVAVG 1501 8Q. FT. TOTAL LIVING 2605 SQ. FT. GARAGE a3� SQ.FT. F'ORfJI III SQ. FT. TOTAL 3153 SQ. FT. 8x10 PATIO 80 $Q. FT. MA80NRT/FRAME WALL LEGEND 8'-m®LL UNA ON PLANS BRG. HGt. VARIES a• BLOCK WALL UNA ON PLANS INTERIOR ON PLANS UNA. 4' INTERIOR LOAD BRG. WALL UNA. ON PLANS -ALL INTERIOR D00R8 TO BE 6'-a' -ALL EXTERIOR DOORS TO BE 6'-8' UNLE88 NOTED OTHERWISE 1441 N. RONALD REAGAN BI LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www,abdeclgng up.wm AA #: 0003326 m o svBa:a ae LOT: ABBOTT PARK LOT #16 BLK #15 PIR0JECT# 04181.000-16151 1[ODEIe 4EHB " 2605-HAYDEN" GARAGE swslva: RIGHT PAGE: FIRST FLOOR PLAN 60 MPH 4 (2) LAYERS OF 9/4' PLYWOOD OR (2) LAYERS OF 9/4' SUO BOOR MATERIAL RIPS FOR SOLID NAILM AHUSECURE TREADS TO STRINGER WK9PS 9' SCREUk . EA STRINGER UNTHREADED SFIAINIC TO EXTEND BEYOND THIGQE6S OF "-FLOOR SHEATHING / 1 'V-4' r �x ODL. TOP PLATE 9 _ M BAR DETAIL A SCALE: V2'•1.-0. / 1 42' H. N WALL IW CAP 9/4PLATE b Ej NOSING MIN. / mV STOR. / / / 9-2x12 bYP STRINGER REINFORCED W/)X4 SI•F / )CONT. GBAD OF "-FLOOR ADNIIS" PL-4" OR S MILARE . / EA HORIZONTAL RUN / 2 X 4 RE-INFORCING / . EA. 2 x 12 6TRINGER SECURE wmco 6'-S' OG. 2X4 ATTACWED UV wd MASONRY NAILS . 2x4 P.T. SLEEPER INTO SLAB WITHIN b' OR EACH END. 92' O.G. MAX HALF WALL UV CAI' LAUN• 6CHEOW.E PRE-ENG'D FLOORRIG--/ SYSTEM (SEE DOOR FRAMING SWEET) HJ M STAIR& RISERS TO CCIFOFM TO FBCR 6TH EDmON (20I1) MIN. TREAD•10' MAX. RISER•1 9/4' STAIR DATA: SA6' MAX VARIATION IN 15R • IS2' 01I69FINV I ADO ADJACENT TO EACH 14 TREADS • OTHER 9AY MAX VARIATION IN ANY 10'• P NOSING R16ER/TREAD HANDRAIL CIRGA AR CROSS SECTION CIA. TO BE 1 1/4' .-1/4' OR Ple"DE EQUIVALENT GRASPMILITY WINDERS- MIN, 6' WIDE • NARRpU END MIN. II' WIDTH • 12' FROM NARROW END 34' MSL HANDRAIL HST. Nam, 'ENCLOSED ACCESNOLE SPACE UNDER STARS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFTT6 PROTECTED ON THE ENCLOSED 60E WITH V2' GYPSUM BOARDS. FOCR 902.1. STAIR SECTION (,)STAIR SCALE: I!1'•1'-0' THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL 6 36' AS PER FBCR R311.1.8.2 W/ 2X4 RE-WFORCING 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 I#'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.B.G. 2011 HANDRAIL SECTION C SCA,LE:3/4•.I'_®3/4'•I'-®' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.8078 FAX 407-7744078 www.abdesigngroup.com l AA M: 0003325 h a � � k 4A Z O L J 39UBDIV. At LOT: ABBOTT PARK LOT #16 BLK #15 PROJECT* 04181.000-16151 MODZU 4EHB "2605-HAYDEN" GARAGE 8WING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. t ' - o':lao oill:!:t:!:!:!:!:!::;i3ln� :!:!:.;o ��; oi3•:1:!:!:t:.�o'ol:•.:!:!:!:�.!:!ao cl::'Lo a. rV B ;yam',-._ ° i �® \ • 'o MAI o I SECOND FLOOR PLAN 6CALL. 1/4 " V-V 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA A: 0003325 Y Y p � u r r� h O a a BUHDiv & L'074 ABBOTT PARK LOT #16 BLK #15 PROJECT* 04181.000-16151 MODELA 4EHB "2605-HAYDEN" GARAGE 9VnNQ: RIGHT PAGE: SECOND FLOOR PLAN 60 MPH W. SLR DAR= 06/31/20 SCA=: 1/4"=1'-0" MIZET A2 4. A - SHINGLE ROOF FYPON 16'X48' DECORATIVE SHUTTER OR EQUIVALENT FYPON CKTIIXII OR EQUIVALENT Il'-4' 2ND FLR.1, BRCa HGT�� _ ISED B�RAC) 4' RAISED —\ BAND (TYR) 8' RAISED BAND (TYP-) 0'-0' FIN. FLR, )1'-4' 2ND FLR4, NGT�- I I I I I I I I 9'-4' 3/4' 2ND FLR �, _ FIN. FLR/BRS. HGT. —y 8'-C' CLG. HGT, _ l � 4B I TYP. ) I I I ( I I 0'-0'FIN.FLR.s —� ----------------- w'25'-4 12 5 AS W8PE 81DWG A8 'ECIFIED (TYP.) /-6' TRIM / DOARD FRONT ELEVATION SCALE. V4 . I'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH 4' FREIZE BAND (TYP.) _ 11;g' 2ND. FLR. BRG —FYPON 16'X62' DECORATIVE SHUTTER OR ECUIVALENT 6' RAISED / BAND _ I'-4 3/4' 2ND FIB COACH 0'-0' FIN. FLR ,L II'-4' 2ND FLR -- BRG . -- o 9'-4' 3/4' 2ND FLR FIN. FLRJBRG. IaCsT. —_ lL8'-0' CLG. HCsT. AREAOFATTIC = 15955Q. FT. NET FREE VENTILATION AREA REQUIRED = 1/am REQUIRED VENTILATION AREA = 15M /300 = 5.2a VENTILATION AREA SQ, INCHES PER Fr.(144) 760.8541N. MIN. REQUIRED VENTILATION = .Sx 760.8 IN UPPER PORTION OF ATTIC - 380.4 SQ IN. OFF RIDGE VENTILATION AREA = 125 SQ IN. PER VENT 380.41115 TOTAL# OF VENTS REQUIRED = 3.30783 TOTAL# OF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE• LESS THE OVERHANG (E)(TERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) V2' THICK 2 COAT CET'@li FILAETER DIRECTL APPLIED DIRECTLY TO MASONRY 4'14' GALV. 'L'-TYPE— N—� FLAGHG GET IN Romwo CEMENT FOGIRSLAGG 814NGLE6 OVER W FELT PAPER (OR APPROVED EOLIVALE4T MET ET A6TM D2264 04G661014 1/16' 0.621. 6NEATHI G OR Ill' CDX PLYUIOOD 6EQlRED PER NAILNG 6CFEDULE 2ND FN. FLR (PER ELEVJ LU6-26 2x6 Gl'P RAFTERG OR� PRE-ENMV TMW 2X6 GYP PT LEDGER RV W'xG' THREADED ROD 32* O.C. 4 WTNN 6. OF EACH 1 MR W' ODD 6NEATHNSTo C066ET TO DE 6ECURED TO CHAL FOR 60FPIT NNE EM 2X6 MDERD R1/ ed NA 3' OC. • PER'ETER LUG-26 RU (4) Vd' TO LEDGER AND 12) IOd'# ,�0'-0' FIN. FLR TO 2x6 J016T 2_0• 2X6 GYP PT LEDGER UM 1/2W THREADED ROD 32' OC. 4 UNTHN 6' OF EACH END MAX GET N GIMPGCN HIGH onamTH EXPDXY 6' MN EMDED. OVERHANG DETAIL A SCALE: IR . i'•0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 J MO BUBDIV. a L.OT ABBOTT PARK LOT #16 BLK #15 PROJH:CT# 04181.000-16151 moDEL' 4EHB "2605- HAYDEN" GARAGE 8w1r7G: RIGHT PAGE: FRONT & REAR ELEVATION "K" 60 MPH ISEp DATE: 08/31/20 BCAM 1/4"=1'-0" QIIB:E'P A3 K t IF 12 OFF RIDGE T DOUN 5� FOR FYPON 5KTIIXI1 OR EOWVALENT I1'-4' 2ND FLR Bhi's. "T. --------- ----- I'-0' D 12 4 V-4 3/4' 2ND FLR FIN. FLR/5W.. NGT. --------n- ----------_—_-----_—_—_-----_—_—_ _—_--_ 8'-®' GLG. HG7,n.. ------- ------------------------------------ --- 0'-0'FIN. FLR. _ ..... ...... ...... ...... ...... ...... LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RI� T 12 , 5 11'-4' 2ND FLR, 2ND FLR B � ------ ----- —_ _�1'1rr'-4' B� Gr. II II V-4 3/4' 2ND FLR •, 12 II ( 9'-4 3/4' 2ND FLR FIN. FLR ----; - . 17-----' FIN. FLR 8'-0' BR3. HGT,h 0' GLG. HGT. ---- • ENTRY ----------------'-----------------� ------ TYP. I 2'-0' II ll 0'-0' FIN. FLR_--- --------------------------------- II I I ,►0'•0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 A h Y r a p BVHDIV. Ae LDICI ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.000-16151 MODEL 4EHB "2605-HAYDEN" GARAGE SMNG: RIGHT PAGE: RIGHT & LEFT ELEVATION "K" 60 MPH L� PRINTATE 08/31/20 D SCALE: 1/4"=1'-0" H SEET AL K ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —L—y GBV OUTLET 20 AMP WHOLE POLE IOV OUTLET IWV OUTLET N OF OUTLET UP= 0 SOTCH CCtl IIOV OUTLET EOARD WORD P.W. NfEPRN- R (TAMPOR RPoBTANT TYPE) 220V OUTLET (4) OW CONNECTION ...�e� IMF,OP • C I M(T. WATERPRCOP OUTLET ORDIPO FAULT NIESRPTER U2IUITCN WUAT'C14 !-WAY OPER WUIITCH 4-WAY OPER ^�4 ' GIA.LL PICNTED ' V LUNT CEILING LIGHT © LED CLG LIGHT LED VAPOR ©vp FROCP LIGHT O VP VAPOR PROOF LIGHT ORK6WMD CAN evw. TUN I crm PER SO, FT. VR/T. PAN tlYLgHT I CIM PER WG PT. vzmrmr- FIXTURE [WFEC'S 7BD DY Wr R.UOFFPWC Wt T-BLLa RRAP ® URGGHH{{ED) !RECESS ARDIIWO PLUORE (SIGRF PINT! AROMO �{ r MAX) URCENT N PLIIORElcmw W---rra— 80 A 6 4' TRACK LIGHT PANEL ova METER OSD. a-c'm DETECTOR 'A WALL MOWTSD GATT. tfeafatl. �. smon omcro m TIRED CARBON «MORE � INTER-COrWi•CTED ® U3/CO 64ALL BE A DISTANCE OP NOT LESS THIN 4• FROM WALL FIMANT L04T L� NATURAL OAW OUTLET ► Tmirmome JACK WATER HEATER 7lYALEYP =7 1.l emmyP effi DISI:OtoCT , AIR caDlrloNRn eEe A44u oN DISCONiCT I -a 7alMSION JACK LNG et3o[ JO J-BWt TM WICRIED N ACCOROA ANSUC FOR MLARQD ADSUCH FOR CaLHG BON MMIPM CELM PANILIGHT TO M SUPPORTED N ACCOImANCE W BOA: MANKIND As SUCH FOR Anna 24• NCMOEWCBIT LIGHT STRIP nennnn x• IatcA7OL4coff LIGHT STROF nnnnnnnn 4, NCAtaSCINT LIGHT STRII• ROOD LIGHT Kr oPT. eEcwTY IQetTAO • PD. PUSH-DU1'fON FOR ow" um PORT • LOCATION OF TV JACK" 4 PHONE OUTLETS 4 FAIN TO EE VERIFIED a W01EO04M PRE -CONSTRICTION MEETING. • ALL B 4 20 API• BRANC/4 CONCURS TO DE ARC FAULT PROTECTED PER ELECTRICAL F 11OVISIONS OF PEOR • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a [GLAND (NOT ON KITCHEN CIRCUIT) • 016WWASFER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EwWMT Paw TO HAVE MIL CAPACITY OF DO O M INTERMITTENT PER ELECIIIOAL FRONSIQID OF SECTION Mmou FBCR ATH EDITTCN r2RT11 • LAUNDRY ROOM RECEPTACLE SHOLL Oc 64ROUNO FAULT CIRCUIT-NTERIIPIER PROTECTION FOR PERSONNEL ON FOOERS • IIRIPO METHOD SMALL BE NON PETALLC CABLE PER: ELECTRICAL PROVISIONS OF PDCR sTH ED r20M1 ALL WOW TO COMPLY 11TH ELECTRICAL PROVISION. OF THE E1QM ATH Ao(Zd= • TS/# OP LIGIRNG MIST BE ENERGY APICRNT TYPE MR aFIe1®Ner) Zen AU, EDmON Eau) FOR VENT OR MICRO PATIO ROOM [ PAN. ROOM PRE -WIRED CLG FAN I .(SWITCH IN I CABINET L CUTLET I FOR DW r/TO 2N0 FL. SWITCH I / I .I a IPA GFI R 44' / �-P.B. FOP l I S® AFF. / GARAGi DOOR lu 5� Fm III PRE -WIRED / FOYER CLG FAN III r III r wI PCa.14lMES \r I ' --�� PORCH L------------ ------- KEYLESS� FIXTURE GFI ll GARAGE tl DOOR PREWIRE GARAGE FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-0' PRE -WIRED CLO FAN BDRM. N2 i \BATH #2 I W P Panel MAIN - A PANEL: 8/16 %p cn. breaker VOLTAGE: 120 f 24D V -1 Ph MAIN: 150 Amp M.C.3 FEEDER: 3- #1 Cu TM4N & 1-#e Cu (G) in 1 V2" C. OR 3- #210 ALTIMM & 146 Cu (G) in 1 1/2' C. w1n Pal. Bkr N-1 non Wm.I c.uIt I I nn.R I Waft D—d tlo. eln P.I. Wln .12 1 wRnqAftWGFI1 TUG 1 1200 1 1 2 1 Iswe m2 2 20 martin Pd.p 1Gw 11 4 s 5 B R240 AIC C.U. 40 1 2 R Spore 7 B PANEL - A PANEL: 42 cm beaker VOLTAGE: 120 f 240 V -1 Ph MAIN: 150 Arty M.L.O. FEEDER: 3- #1 Cu THAN & 1- #6 Cu (G) in I IZ C. OR 3-#2)0 AL THWN & 1-#6 Cu (0) in 1 172' C. Win Pole Bm Da.eri tlon ClreuH ClreuH W.Im Rw F.I. M. 012 1 w Sm.B lance 1 2 w00 Ranee_— —Da.miEeon w 2 #8 912 1 2a Mlorowaw r Nooe f3Fi m2 / m Sm.T Appian.. 5 a 4500 Warr11— 25 2 m0 #12 1 20 Rd*—. 7 0 #12 1 m Dlnln R.p .ear AFCI E1220-0 a 10 1w0 D. .aI GFI 20 1 02 012 1 M II.M GFI Rao .der 11 12 ISM Disi—rhr GFI 20 1 m2 m4 1 15 F IHA AFCI 13 14 Sow OyrGFI w 2 m0 #14 1 15 IN Rm. Lmol. Ochm, Din. Lm AFCI15 la 5 0. 17 1a Im W.MwGFI 20 1 012 m4 1 15 SO&C/O AFCI fe 20 1000 Dcor CtwnwGFI 20 1 012 S ..e 21 22 1200 IGmm / Eatedw U. a Re,Waolm AFCI 20 1 #12 #14 1 15 B.d°pn#2/edNo°m#2 AFCI ODO 23 24 Oo0 Drren SWo AFCI 15 1 #14#14 1 15 Bedoom OAFCI O00 20 ow Oanw•Balt—n AFCI 15 1 #I4 014 1 15 B.doe,n N/ BaHom w b —1 m 27 28 I= MlborlmRRNMOrillrllau°rF2 m 1 m2 #12 1 2D .Scar t31,..Dor mr OFi 100I 2e 30 10DO m oomrd. odr m 1 C2 S a 31 32 s a 33 34 °. S a— 35 36 S S n 37 38 Spre R 2 35 A/CA.H.U. .Her 5 KVA at S5% 5525 39 M 0a ce 42 Space Load• .dto4an.ndfctrodopl.uon.fine 1TBp0 27. Lads°wr..lwlwm./m. Dormand Fgctor aeul8dons: ABBREVIATIONS: APO: ARC FAULT CIRCUIT INTERRUPTER NC: NONOWCIDENT LOAD GR: GROUND FAULT INTERRUPTER Tdd man r.bl.ot to..mmef.mr 45600 Finn IODDO tin. d 100% MOO Rxn.lnin waM d 40% 14200 Tad ac Imtl um LOAD CALCULATION IS BASED ON AIC NON-COINCOENT LOAD Tdd Comect.d Leon wan° 35885 Toml Am . wdm r z4D.dtr USSR General LI htin & Ft.o Ycle Load dd AIC TFed 2805 Gm•nl ur 4 Rr 3 w / S . Ft. 7615 NHm. 3 at65W/LiGM et 10D% 195 O.n.nl 8010 TatalwaBa _ _CktW Genial Ln a Rec P.nd A 11 726 8010 dl PROVIDE ! fro CU. TMW • w OU N 2• CONDUIT OR s 150 AMP ELECTRICAL RISER VAW AL TMW . w CUM 2. COMMIT OR 2ro AL. 60^ (CO10UR TO TlIV IWT! ABOVE 60MV # OVERIUNW { NOT TO SCALE. COMDNATICN MIMIC! Bo .ePR• DISCON ECT SIETCH AND 2BR4R VOLT GolRAL NOTES. A. ELECTRICAL MATERIALS AM INSTALLATIONS SMALL CQ'T•LY WTH ELECTRICAL PROVISIONS OF THE POOR &WPANEL M ELECTRIC MOTOR IN 1 �AOSC NEMA 31t ENCLOSURE �1TOYS�EL1TIl tI1 LOCAL CODES. MD ALL LOCAL MOILER BOLLARD COMPANY rt UPEM04Te. INHALE BE TYPE TFIFN/TF4W I2A.ESW PER BLDG. NOTED OTWRRIIWL CODE �LOIA"Mqll" eABLe TTIIVRICHCAILLSVISPOOR COG•ANYTRANBPOMIERINTERSYS?m Bmm TERINAL AT LOW GRADE VOLTAGE COTflCTIONW METER yQQQL441 FIELD MWAD! ISO AMP. 2M40 VOLT, I MIASE SECOND I v a eoevlcE sR[Aw eaNCTID To VERIFY ELECTRICAL PROVIDED COPPER VILE N o WE PER ELECTRI a ENCASED PNS, d LOC. I I-VJ•' DIM /C/COIL I M P'VA CONDUIT ER FROVME W C SCHEDULE S A (AL) N 2" WCFEDIL! SO PVC OF PIS a THE � ITECTRICAL"CA"DI COMMIT INLESW SERVIOC IOU PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTH THE ELECTRIC SAs" OU X W FT LONG COPPER CLAD GROUND ROD w F11111 . COMIPANY PRIOR TO DID. O GFI IRRIGATION OUTLET • 48' AFF. COACH LOW + I •3' I -3' �) � L � I---------- - LED LIGHTING C SINGLE LAV. BATHA2 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 Sea V Q I O J BUDDIV. so I.OT ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.000-16151 MODEL: 4EHB "2605—HAYDEN" GARAGE BWINO: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. �p DmNT Sam"' Ai'E: 08/31/20 BCAL.E: 1/4"=1'—O" BHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES OSV OUTLET 20 A1•r OW" TOLE IIOV OUTLET IIb OUTLET K OF OUTLET wllD ro SwTO14 �OfI II0V OUTLET WAPED ea3RO FAOIL MERY-7ER (TAMF" ow"TANr TTP'E1 a@ 220V CUTLET (owls WNHUCTION OUTLET Q ONDUND T SeerCH SWATCH 3-WAY OPER 6wTCH 4-WAY OPER ' ^W4 WALL MA64IED ' V Lnw CEILN6 LIC114T © LED CL6 LICIT LED VAMM ©VP PRDOP LOW @VP VAPOR PROW LOW OQ 11COE66M CAN eVD4T. FAN I arm FD! S(i PT. PAN "IIT.pomm I OP, PER 60. PT. v TDD DY (ePECE PLU01MOMT 7-BULB WMP ® tw (RELCE68BD) ARL16D (tw; AROV O 2' RJOORE6CONT 4' PLYOA6CINT 4' TRAIX LKMR O PANEL rETER OSD. 6MDu DETECTOR T WALL MOUNTED 8A 1 w $Mon DETECTOR WLkiI�I�BE O°"D0" f 1e Mram� W � NTER CON(Ecrw ® DSO CQtb SMALL DE A OVANCE OF NOT LESS THEN 4• PIMANT LOW (1� NATURAL d" . nLenals JACK WATER FEATSR DISCONECT AIR coranlDrlPr. M6 AEC oN DIeCCNVlCT 0 TELEVINON JAM OEL6q Ift OJ-BOX TO OS SIrPORTED N ACCOmANCS W BOX KMV= AS SUCH MR LN6 COX pulaumc CELND FIWLplR TO E UP ACCDORDA/eUETCOE W/ ODNK nA1Ec6D A6 aucN FOE 24- NCAwE.DeNT �nnn LIGHT STRIP LOW &TW Onnnnnnn 4V INCANDESCENT LOW STRP n000 t16Hr Kr - r KAo—Mcr H J PA FueH-DUROi POR OIFES we PORE • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TO DE VERIFIED • NOMEOM6R PIES-O"TRICTION MEET"m • ALL D 4 20 AMP BRANCH CeIGUITs TO DE ARC FAULT PROTECTED PER ELECTRICAL PROA1161O16 OF MM SDITION (ZOIV 1 NEG ZIetJ2 Za14 EDITIOlL 6� • 20 AMP DEDICATED LAWDRY CE6CUIT. • OF • ISLAND (NOT ON KITCHEN CIRCUIT) • DUPAANER OISCONIECT TO DE LOCKOUT N PANEL • DATHROOM E10UUMT PAN TO WAVE MN. CAPACITY OF Be C M INTERMITTENT PER ELECTRICAL PI60VI61" OF SECTION ME013 Pam A,TH ED aw =111. • LAUNDRY ROOT RECEPTACLE SWALL DE 4011O24D FAULT CI CUR-NTEREIPTER FROTECTION FOR F F460NWL ON PEEDER6 • WRNS METHOD SHALL DE NON METALLIC CABLE PER ELECTRICAL PROV1610N6 OF MICR •TH ED (20MA • ALL WORC TO C LIPLY wTH ELECTRICAL PR MI1,100 OF THE FIIOE Ar4 ED (20M1 ' 1M OF LMaM MOST DI! N�RaT EFFIGIWT TYPE PER Fd= E1EN9Y C_.-__ Ann (REALDENTId EtL=T I I `-------------------------I SECOND FLOOR ELECTRICAL PLAN SCALE: 114' • I'-0' E'��iiomoly)jnrmwoo)c"' M�m LED LIGHTING @ DOUBLE LAV. BATH 3 Roll` - LED LIGHTING @ DOUBLE LAV. OUNER'S BATH 1441 N. RONALD REAGAN Bl LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h R Y � � O Z Q 7 BUDDIV, de LOT: ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.000-16151 MODEL.• 4EHB "2605-HAYDEN" GARAGE BWD40: RIGHT PAGE:SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. Cj SEP DEC 6 08/31/20 SCALE: 1/4"=1'-0" smz= E2 FIRST FLOOR PLUMBING PLAN SCALE, 1/4 • I'-0' i i `------------------- -- j SECOND FLOOR PLUMBING PLAN BCALEs 1/4 . 1'-0' LAv vne MAN PLUMBING RISER DIAGRAM Vi N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774,4078 www.abdosigngroup.com AA #: 0003325 q Y Y 9VHDM ac r oT ABBOTT PARK LOT #16 BLK #15 PROJECT 04181.000-16151 MODEL• 4EHB "2605- HAYDEN" GARAGE BWMWG: RIGHT PAGE: PLUMBING PLANS 60 MPH EXP. HVAC NOTES L ALL MEONAWCAL 1pllPMINT AH&L OE PROVIDED UTM PROPER CLEARANCE, FOR SERVIOM PER 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED, DITIQID AREAS AH&L OE CONSTRUCTED OP A VALUE OP NO LESS THEN R-1 RATN& ALL SEAMS SHALL OE SEALED UTM GLASS PAD 4 MASTIC. AND INSTALLED AS MR POC STN EDITION (401T) MEGNAMCAL DLDIL CODE SECTION S03 A ALL FLEX DUCTS SMALL OE APPROVED UL W CLASS 1 AIR DUCT AS PER NPPA !OA 2-3J 4, PRESM AIR INTAKES 914ALL NOT OE LOCATED CLOSER TWW W PT. PROM ANY CHITTY OR VENT OUTLET, OR SANITARY SEINER VENT OUTLET S. ALL EXFWIST AND OUTSIDE AIR INLET DUCTS, fij&L OE CONSTRUCTED OF SMIOOTM GALV. METAL. OR OTFIR MATERIALS AS PER FOG STM EDITION (201T) Mom. CODE SECTION S03 •. ENCLOSED SUPPORT PLATPOW0 SMALL BE CONSTRUCTED N ACCORDANCE TO FOG •TH EDITION (9011) MECHANICAL CODE S03] 'L OATFWO" CONTASINS BATNIflNS, SHOWERS. SPAS AND SIMILAR BATMINIS PIXTURES SMALL BE MECWWICALLY VINTED N ACCORDANCE WTM PDC STH EDITION (20RT) MECHANICAL CODE SECTION 403. A ALL E44"711 D DATM ROA 7S SHALL HAVE UNDER -CUT DOORS PM MAKE-UP AIR TO OE RET#ED, TO EGI<IAL AIR O&AUSTED. 9, ALL MIRE RATED CEILINbS A 0 WALLS W&L. HAVE AN APPROVED I M OR FIRE/SMOM DAMPER'S LOCATED AT CEILM OR WALL PENETRATION AND OE SLEEVED UTH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SMALL BE INSTALLED TO M F& 1150011 WDATIOW AND FBG STH EDITION (W) MECHANICAL CODE SECTION SOT W GRILLES AND DPPJSERS SMALL BE PROVIDED WITFI DALAMGMb DAPO& IL ORYM DOOSTER TO OE A PANTECH DBP BOOSTER PAN OR E9114t FANTECH DOP WO DRYER BOOSTER CAPACITY 60 LINEAR P@T WITH MAX. SIX ELOOIJ& LEGEND ® SUPPLY AN 1OPPA!R! RETURN AIR CALL ® SIDE-WW.L OR I WAY Dm"m SOLD LSR° SUPPLY TIMNC BROKEN LINE- RETURN TRUNK 1 DALANCNb DAMPER OR 000 O CEILNS 061AUST PAN CELINIS 064AUST PAN a LOW O/A OUTSIDE AIR m TMERMOSTAT m PASS-TISW AIR aItlLL AALLLLEHVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM ? y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPGONS UNIT BIMPSON WO ROLL STRAP 1 OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE ORAN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB °SXI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFOR I "'�' CONDEPISING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN APROVETI DRAIN,PER FBGR 6TN EDITION (201'l) MECHANICAL BLDG. CODE NOTE: MAIN COND. DRAIN 3/4' DIA. SECTION 3012A OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS SCORIATEO NICKEL FIN. FLOOR C011NTERBIRJK BRONZE FL. F L. OR WALL C.O. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK PMC OPTI/SPEC FLOOR SLAB CLEAN -OUT (T NIV PIN. GRADE OR PAVING SEE SPEC, 1'-81XS' CONC. FITTNG OR EXTENSION TO SOIL OR WASTE AS RECUIRED NEXT. GROUND CLEAN -OUT (TYPN ) I-----------� I I 92 I 1 D KKVVVV�M & FROM FISVVM �ABOVE BEDROOM #2 I i I`-- ---- 12X8 III----�---------- — II �I II PASS NRU - BATH IAl2 D°I -------- ----------- X cKIT HE ' ,STOR. I I I I wH PAN. i= = i� 0 7F 12X8 m4 8' S/A FROM ABOVE II uI •ll eX°,,/ .FLEX FOYER III III GARAGE PORCH FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 ° P-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003325 J a d D � a BUBDiv Se L02 ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.000-16151 MODE:4 4EHB "2605—HAYDEN" GARAGE 8WING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. iIL - - - - - - - - - - - - - - - - - - - - - - - - J SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 " 1'-0' d N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngmup.com AA #: 0003326 h a � � 1 112i 9V13DIV. do LOT: ABBOTT PARK LOT #16 BLK #15 PItOJSCT# 04181,000-16151 UODEI.. 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. DAl'E: 08/31/20 BCA=: 1/4"=1'— 0" aim= M2 2X4 TOP PLATE PRE-FAB TRUSS IQ' CLG. BOARD 1/2' DRYWALL YV)r SECURE BT. — PLATE TO SLAB III/ Wd MASONRY NAIL • 32' O.G. MAX FIN FLR 2X4 WOOD STUDS 024. O.C. SLAB Nw I C: O I uLJA IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL 5E 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. 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I•-m' FIBERGLASS SHNGLES OVER R30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908U.1 ON J' O.SZ. SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY D/S' GYPSUM BO OR 1/2' HIGH STRENGTH CLG. BOARD lANVvVAW4.;, Prp2 FLrvATI: SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 1.-0. PER ELEVATION TYP. O.H. R-4.1 INSULATION —� WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I ' REFERENCE STRUCTURAL Ix2 P.T. FURRING--� STRIPS r 24' OG. B' cmu IR' GYP. WL. BD.� WOOD BASE --� 0'-v FIN. FLR m + a° n W/ WINDOW OPENING [a D' DIA SLEEVE, DO NOT CUT REBAIR PE BOND BEAM NOT CUT SOLID GROUT THE BOND W/ (I)• 'D _ BEM, (2) COURSE SARS A PIPE THROUGH BOND BEARS \PV SCALE. 3/4'.I'-O' FIBERGLASS SHINGLES OVER 630 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON I}' OAB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN. FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 212 TO LESS THAN A n A 5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE, 3/4'.I'•m' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D226 TYPE 11, ASTM D 4865 TYPE IV, OR ASTM D 6'151 cAuc.lo R.L LK j' P'/C RLsva role oY LK Du W. GYP. LL. W. rood 87 2 GAS LINE THRU BLOCK _ D reA,r.la•.re FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I'-m' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS WEEP SCREEC 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT—// PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR 8' CMU N' YMM 2 COAT - PaIRLA10 cm1pir PLASTER APPLIED OIIRECT.T TO MARONWr GALV. STM-- Kp VERTICAL TRALX Mr Mar. PASTMOD TO TRACK SWACK06 RY PRODUCT APPROVAL RSO. Conan MEAD V a'LI an eTnICnRAL Iron 2.6 I -a. 2D ATTACHM TO FILL CELL AD PM PRODUCT APPROVAL R!A mSEALANTma ,ROD. a s GARAGE DOOR JAMBS Di SCALE: 11/2'rl'-O' —2X4 SPF 24' O.C. MAX— SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS — COAT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENE AY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ D/8' GYPSUM BOARD OR 1/2' HICsH STRENGTH CLG. BOARD / WWINDOW OPENING H R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2, GYP. WL. BD. WOOD BASE FIBERSLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW*.1.1 ON J. 0.6s. SHEATHNG OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 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 0'-0' FIN. FLR a' raLTYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774,4078 www.abdeslgngroup.eom AA #: 0003325 q o I I -Di svHa:v. ae LOT: ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.000-16151 mODEL. 4EHB "2605—HAYDEN" GARAGE BWMG: RIGHT PAGE: DETAILS 60 MPH E D � 06/31/20 23CAL.E: 1 /4"= l'- 0" Bier. T D1 FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9m5.1.1 CN J' 0U3E. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD.TRUSS_ 24' O.C. MAX METAL DRIP EDGE 2x FASCIA PER-/ ELEVATIONS STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL IX2 FIRE -STOP 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP O.H. TYP. FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' ObB. SHEATHING OR p CDX PLYWOOD SECURED PER FASTENER SCHEDULE ER PRE-ENG WD.TRUSS_ '=LEVA ION 24' O:C. MAX. METAL DRIP EDGE) BATT INSULATION REFER TO ENERGY CALLS FOR VALUES 2x FASCIA PER—/ 5/S' GYPSUM BOARD ELEVATIONS OR 1/2' HIGH STRENGTH CLG. BOARD VENTED— / Ix2 FIRE -STOP SOFFIT R-4.1 INBUL. REFERENCE STRUCTURAL Q w w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 3/4' T 4 G SUBPLOOR E GLUED AND NAILED 1/2' THICK, 2 COAT d > AS PER NAILING SCHEDULE PORTLAND CEMENT w PLASTER APPLIED DIRECTLY TO R MASONRY LEVATION IX2 FIRE -STOP SEE STRUCTURAL R LEv ION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Y15LEVATION IX2 FIRE -STOP R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 8' CM U I/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP w w i w w BAIT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8, GYPSUM BOARD OR 1/2' WIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL. 3/4' T 4 G SUEFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R LEVATION R LEVATIgV 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. N2 P.T. FURRING STRIPS • 24' O.C. 8' Cm 1/2' GYP. ILL. BD. WOOD B 48E a e tl. tl_ �ADE E Lmc L 4. n W/ WINDOW OPENING WITHOUT WINDOW OPENING 1L 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'-P-0' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 FM:407.7746078 FAX: 407.7744078 www.abdesigngroup.com AA a#: 0003326 q 4A iu atmDLv. to LOT, ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.000-16151 MODal.. 4EHB "2605-HAYDEN" GARAGE 3WLNG: RIGHT PAGE: DETAILS 60 MPH EXP. Cj DATE: 08/31/20 aCAL E: 1/4"=1'-0" 8*1EET D2 4A iu atmDLv. to LOT, ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.000-16151 MODal.. 4EHB "2605-HAYDEN" GARAGE 3WLNG: RIGHT PAGE: DETAILS 60 MPH EXP. Cj DATE: 08/31/20 aCAL E: 1/4"=1'-0" 8*1EET D2 Im 2X6 P.T. • CENTER Or DOOR HEADER SEOIRED W l0 U2' X 8' J-DOLT W 4' MIN. EMBEDMENT W 2' X 2'X Imo' ULA"A t MIT OR W (2) V2' X 8' ANCHOR DOLT$ W 2' X 2• X U8' WASHER 4 HUT m G.C.— 2x4 ON RAT TO ELK ® R W MASONRY NAILS. 2X4 CsARAGE DOORK SECURED W(b) UT X 8' J-DOLT OR ANCHOR IN DOLTS, W 4' MIK EMBEDMENT, W 2' IE X 2' x WS'""It tNUT.(U WTHM 8. OF TOP. (1) UATHIN 8' OF' THE ETM. l30EVENLY SPACED. O � 0 W9 NOTES ALL ANCHORS SHALL DE IN ACCORDANCE TO MANFACTORIEWS INSTALLATION MSTRWCTIONS WERE ourm NATi11CTIONa AM MORE BTWN&MWT GARAGE DOOR 1 BUCK ATTACHMENT tcALs .• w 8' CMU )f' DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR % X4' MIN. SECURE THRU FRAME t EXTEND I-Yi INTO BLOCK W/ V&' TAPCONS (MIN. SHANK SIZE .145 MIN: HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END t 18' 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 A') DOOR JAMB TO BLACK +3/4 OR +5/4 NRIDON TO BLACK +9 4 OR +8 4 A SCALE: N.T . 2X4:m SECURE TO BLOCK W/ 116' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END t IV OG, MAX SPACING. 2X6:= SECURE TO BLOCK WR-N.' TAPCONS(MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 2Xdm 1'X SE MIN. EMBEDMENT I Yi ) MIN. EMBEDMENT I Y4') 18' O.G. MAX SPACING. ❑ � BLOCK WR-'i(e' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 WITHIN 8' OF EACH END t M WITHIN 8' OF EACH END t 8• CMU Y1. DRYWALL 2X4= SECURE TO BLOCK V t/(r' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 6' OF EACH END t NOTE: STRUCTURAL 2X W3' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6® SECURED THR LrxW SECURE TO BLOCK W/J-V*' NON-STRUCTURALTAPCON�(r' (MIN. SHANK SIZE .145 EMBED NT INTO EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' cm MIN. EMBEDMENT 1 Yi) DRYWALL WITHIN W OF EACH END 4 B' O.G. MAX SPACING X4' OR IX2' P.T. NAILER 2XS m ❑ SECURE TO BLOCK W/2461 7(t,' OUj$. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CAGING MIN. HEAD SIZE 300 ppOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. —/g NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-15Qp" OM TO BLOCK + - 8 C SCALE. RT . 2X4:m SECURE TO BLOCK W1 W6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I A-) WITHIN V OF EACH END t NOTE: STRUCTURAL 2X 18' OjC. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W12.%' NON-STRUCTURAL IXr' TAPCONS TAPCON MIN. 1-Y4* (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8. CMU WITHIN 8' OF EACH END t Yj• DRYWALL 18` O.C. MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER 2X8m SECURE TO BLOCK W/2-V&' OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN W OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOORJAMB OLCKK22 �" 1NDOTBO14n ALE. N.T . 2X4= SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IW O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK WO-T..NON-STRUCTURAL i(r' TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • C.N MIN. EMBEDMENT I Yi) DRYWALL WITHIN V OF EACH END t OR i'X2' P.T. NAILER r IS' OZ. MAX SPACING. 2X8m �X4' SECURE TO BLOCK W/2-V.' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y19 DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER IS, O.C. MAX SPACING.4 MANUFACTURES DETAILS. xos. exn r N40tD ro rues �s too xor seemxi DOOR JAMB TO BLACK +3" EION291 TO BLOCK +3" ALE+ N.T.B. 2X4= SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN V OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6�= SECURED THROUGH SECURE TO BLOCK W/2-i4' NON-STRUCTURAL Wb' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) D. CMU WITHIN V OF EACH END t K' DRYWALL 18' O.C. MAX SPACING 2XBm I'X4' OR I'X2• P.T. NAILER SECURE TO BLOCK 2X SECURE TO TAPCONSlMIN. SHANK K SIZE SIZE STRUCTURAL MEMBER .145 W/(2I2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 7.kA END t 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Yi) OOR CASING WITHIN W OF EACH END t DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y♦') DOOR JAMB TO BLACK +3" W + " F" SCALE: N.TJS. 2X4= SECURE TO BLOCK W/Yi TAPCONBIMIK 814ANK SIZE .10 MIN. HEAD SIZE 300 MIN. EMBEDMENT I )4) NOTE, STRUCTURAL 2X WITHIN W OF EACH END t MUST BE ON OUTSIDE t Is D.C. MAX SPACING. SECURED THROUGH 2X6 m NON-STRUCTURAL Y.* SECURE TO BLOCK WA-1/4' TAPCON MIN. 1414. TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 . CT'IJ MIN, EMBEDMENT I Yi) DRYWALL WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. OR IX2' P.T. NAILER 2XSm �.X4' SECURE TO BLOCK WA-1/4' Y*' OSB. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. N014 Wf N •®®ro rtus J,Y! too NDT t>WDlt•/ DOOR JAMB TO BLACK +3-7/18' in\ WINDOW TO BLOCK +3-7/18" SCALE: KT.S. 2X4= SECURE TO BLOCK W)Yi TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OP EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST ISE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL Ya' TAPCONS TAPCCN MIN. I Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) 8' CMU WITHIN W OF EACH END t I' DRYWALL 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XBm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4" NDOW TO BLACK +3 /4" as SCALE: KTA. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 www.abdosigngroup.com L AA #t: 0003325 W o O 14 BUDDIV. le MAT ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.000-16151 MODEL: 4EHB "2605- HAYDEN" GARAGE BVMG: RIGHT PAGE: DETAILS 60 MPH EXP. Dom: 08/31/20 scAIM: 1/4"=1'-0" >3*m= D3 rnuuv,LI ArrnuVALL131II %3-3IAIYUAKU PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/3V2020 11473.10 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2017 F8CR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 F8CR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL27676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-R5 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-116 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-117 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 22/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 2017FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/31/2020 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com L AA #: 0003325 y Y a�y� � s G 8u]3DM de JLOT ABBOTT PARK LOT #16 BLK #15 PROJECT* 04181.000-16151 MODEIs 4EHB "2605-HAYDEN" GARAGE 13TIIPTG: RIGHT PAGE: PRODUCT APPROVAL LISTING 60 MPH EXP. `P 1 1DACE: 08/31/20 IscAL,E: 1/4"=1'-O" 88EET D4 OLFOLD—.-A OL Pao ►uwo M aC LAM. PT.e . CPWAM . )R. C OL!'CI.D RYWO. PY.A 2. CIRIMR . M. a WLO A- ® LIOI.D 2•I.IC .IT.A a MILAM • PR. a > (#A.R . PY. C A POIJJ I'f. C 0Yw IT. O TILL PR. C TQIG!! eononlLAN= morrom FLAMM 1L4� WTR TIOM MAL. P". OQ aalcvr. IGC ! COAT CNINT ITER (172M94 L'J' 2 COAT a PLAMIR foul LAYER 4. PORTPIOER 7R4 PALER MUM ALLY) LAYER % CO ~(IRM42 oMLY) WALL PLASHM ILAOMM ® KIC KO UT DETAIL a �— "MR T u REAL (swo Co SOWEME T � AT OORO'1 QQ MOP ( wu. MRRIlGTIO M WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/UTALL SCREED WXY 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) N � CAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 1*2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO f T SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-8471-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdeWgngroup.com AA#:0003325 VY 4 0 x i sUBDIV, ae IJOT ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.000-16151 MODEIt 4EHB "2605-HAYDEN" GA AGE s7IIIJG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. 3EPAI 4 PRIWT 08/31/20 DATE: eCAUC: 1/4"=V-0" 8*=XT WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH X-X-X-X STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP �ELEG. METER FIELD BELOW VERIFY LOCATION CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FAt AND ONE (1) LAYER OF PAINT EDGE PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYIBLEND FOAM )R SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-2 OVER 6® MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC e' WIRES LAYER 01, STUCCO WRAP =' <` CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER ' APPROVED WRB LAYER M STEF 01 STEP #2 LAYER STUCCO WRAP STUCCO STEP #3 APPLY 6m MIN GRADE 'D' FELT OVER SELF -ADHERING t El FLASHING OVER APROVED HOUSEWRAP SELF -ADHERING MEMBRANE FLASHING `WRO LAYER 02, FORTIPIBER BUILDING PAPER 5TEF #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407.77"078 www.ebdealgngroup.00m. AA #: D003325 1 MIN aI eA 0 x stmDIR & LOT ABBOTT PARK LOT #16 BLK #15 1pRojzcT# 04181.000-16151 MODEL' 4EHB "2605- HAYDEN" GARAGE 19WINO: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - k 2 1/2' CORNER BEAD (FASTENER 4 SPACING * 'I' O.G.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com ` AA 8: 0003326 q Y a d �Y b w a x BtMDM ds I.OT ABBOTT PARK LOT #16 BLK #15 PftoJECT# 04181.000-16151 MODEL• 4EHB "2605- HAYDEN" GAI4A0E swING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-84-1-09, MIN. 2.5 LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION BEYOND UK= SWEATWNS REATWER RESISTIVE BARRIER •1 1"(THERRESISTIVE RAS' JCALP SIDING / / / / / \ W SELF- WERM6 a R�M6ACONW-Mf \ WEATWER RESISTIVE BARRI/ \\ \\ WEATWEIR BARKER RESISTIVESTARTER STRIP I \ \ y W SELF-ADNERNG rLASWNG — " GALw METAL GALvv METAL 'Z• PLASWING 'Z• FLASWING TRIM R CASING / \ / t\`I ORDPR•KLPPROVEEDSEAANT SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION WOOD CONSTRUCTION \� BEYOND u1DOD eWEATWR+G WEATWER RESISTIVE BARRIER UaATWER RESISTIVE BARRIER 2 All BOARD 4 BATTEN FLAGHNS Q1 R.ASW�a16-M�R < .�\ j 3 BARRIER RESISTIVE STARKER STRIP / \� WARItlEMIlt RESISTIVE \ \ _ R�-AOWERING GALVD METAL N. 6ALv'D METAL Z. 14.ASWBd6 S' R.ASWN6 on "RDIE TRIM PER ELEVATION / \ / HARDIE TRIM PER I ELEVATION \\� / OR APPROVED WCAULK� \ ` SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.774.6078 FAX; 407-7744078 www.abdeslgngroup.com AA N: 0003326 q 7l� r y 0 � 7 4A w ounDiv. ae Lolil ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.000-16151 MODEIA 4EHB "2605- HAYDEN" GARAGE SOWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. \ \ 2x& SUB-BANt) W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ I� 7/8' TEXTURED I FINISH * WOOD I �� 1/2' TEXTURED FINISH III) CMU METAL FASCIA \� WRAP Ya' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� 1/0' TEXTURED FINISH • WOOD, V2' TEXTURED FINISH • CMU X METAL LATH x x x x x x x x METAL FASCIA WRAP - WOOD SHEATHING x x x x x x OR cm x x x x x t WR6 LAYER h, x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WRB LAYER •2, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 SUB BAND ;n � RooFING CEMENT x x x x X x x x x x x x x x x x x x x x x l FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK our x x x x x x x x x x x x x (REFERENCE POINT ONLY. FOR WALL OFF x SET OF COMPONENTS) \\\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \\ _ ROOF DECK (BEYOND) \ DRIP EDGE, I' OFF WALL \ NOT INTO STUCCO) ®ELEVATIQN ®PLAN A — 1-1/8' TEXTURED FINISH I WOOD, 1/2' TEXTURED FINISH ® CMU —2x6 SUB -BAND W/I'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL FIRE-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 &'-8' O.C. MAX. 2x SUB -SAND W/%"x4' NOTCH s END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/J1 'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%*x4' NOTCH g END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774-6078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 q cc Y d i o a mm aUDI)m & LOT ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.000-16151 MODEL' 4EHB "2605—HAYDEN" GARAGE aT lNC;: RIGHT PACE: WALL ASSEMBLY DETAILS: SUB —BAND 60 MPH EXP. D TEE: 08/31/20 aCALE: 1/4"=1'-0" 81=ZTT A �? Vd HV TE-1 28'-2- 3'-8" 4 0 -0. R w LWI TOP OF SLAB ao I— 4' CONC. f- w SLAB I 3 0 rn, ow. io 1.1 r-------- fM-16X18— —1--- I'NI-----4—� 1I 1 I 10'-o" 11 B" 15'-4" 2' ° 1i V4" PVC iCHASE Ic0 11 C7I N � cV 01. g TOP OF I 2 SLAB 11 LL w U V 11 wq O I` 20'3' T-5' LL � � I z cw-12x1z it 'a F-2 4 o ii 1.1 I u�i 0ii0 cwvFlzx�g—— w w Clo o ® W r a u~i ILL Uii I 1 m UP TO 2ND FLOOR N '? (FIELD VERIFY O 0allw � 8 EXACT LOCATION) 5 ii I I 1.1 3'-W = d 0 4 1 I v X m #3 TRANSFER STEEL io O ® 24' O.C. MAX UI N iv I m 2 0'-0" FIN. ELEV. "2 FIN. CONC. SLAB I I 1 1 I ao I to 10" 16'-0" 6x18 L — FM-1— — — — 1 m I� 4 7' 6-fAcq L-1 — — — — FM-16x18J R a FM-12x18 Al FOUNDATION PLAN SCALE: 1/4" = 1'-O" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4Y-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. 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. 11.0INDICATED #5 BAR, MINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30% #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,600 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 j OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6[h EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS Bx6 W 1.4xW 1.4 OVER GENERAL 3112. 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 18" - (2) #5's (+)0'-0' FM-16xl8 16, CONTINUOUS 18' - 2 #5s + '-0' FM-20x18 20' CONTINUOUS 18" - 2 a (+0'-0' FMC-16x18 16' CONTINUOUS 18' - 2 # e - VARIES CW-12xl2 12' SEE PLAN 12' - #5s - (+)0•-0• CWC-12xl2 12, SEE PLAN 12' - 2 57 VARIES F-24x24 24' 24' 12' 2)#53 2 # 8 (+)01.0• TE-1 8' 1 SEE PLAN 8' - s -)0•-4• 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 1mg 7 d ppp b O � tlt a 9L78DIv. a LOT ABBOTT PARK LOT #16 BILK #15 PROJECT* 04181.000-16151 MODZU 4EHB "2605— HAYDEN" GARAGE 8WING: RIGHT PAGE: FOUNDATION PLAN 60 MPH EXP. DATE; oa/si/zo 8CALE: 1/4"=1'-O" B*MET S1 30" MIN. EACH WAY MONOLITHIC FOOTING Z 4 P STEEL REINFORCING IN GROUTED _I- STEEL REINFORCING IN GROUTED -r[•� a v — < CELL SEE PLAN FOR SIZE AND a. �I'llSPACING CELL SEE PLAN FOR SIZE AND REQUIREMENTS I ° a a SPACING REQUIREMENTS U ..{{°.�� • ... GARAGE DOOR m m w o RECESS e j OJ. It Q ..1 f -�,FM t S 7 lan Z 8' CMU WALL O <n 8' CMU WALL • . f CORNER BARS, SAME SIZE AS LARGER BAR I to W Ba Z - +- a-0' ; °I IN FOUNDATION WITH 30' LEG EACH W Lu to +- WAY AT ALL CHANGES IN DIRECTIONS d rill N TOP OF SLAB OF SLAB LAB I SO THAT THE STEEL REINF. IS CONTINUOUSTOP MATCH AMOUNT OF CONTINUOUS BARS '�y/1c CURBFOR 1Jy[ EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1-STORY) #3 18' EXT. PORCH SLAB VARIES • SEE SLAB SCHEDULE TOP OF GARAGE 4' CHAMFER Ila I� I � e CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �0. MASONRY UNITS SET AT ELEV: W/ 1/2' ISOLATION JOINT (WHERE < ♦ • ` 8' CHAMFER (2-STORY) #4 24' W/ 1/2' ISOLATION (1-STORY) a 6' CHAMFER (2-STORY) 0'-0' APPLICABLE) Z - SEE SCHEDULE ri5 30' JOINT (WHERE. APPLICABLE) •' i EE SCHEDULE Z 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE 38" FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST zu AND BAR QUANTITY #7 N AND BAR QUANTITY NUMBER OF BARS (is. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 n G SCALE:3/4'=1'-0' CORNER BARS DETAIL DOOR OPENING SCALE:34'=1'-0' @ GARAGE 4 SCALE: 3/4'=V0' 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 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP No 2 STUDS SEE I PLANS FOR SPACING. SINGLE N NEW REINF. BAR BTM. PLATE TO BE PT. 0. SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO p, g EPDXY. MIN. EMBED SLAB 1. . MASONRY 2" CAPPED I NAIL 76" O/C STAGGERED. GALVANIZED PIPE Q p FOLLOW ALL MANF. ADDITIONAL METAL W/FLANGE 0 BABE N SPECIFICATIONS FOR CONNECTORS NOT Q I USE AND REQUIRED WHEN NO M w PREPARATION OF w UPLIFT IS PRESENT. HOLE. Z 2 ¢ SEE SLAB SCHEDULE SECURE FLANGE TO J SLAB W/(4) 1/4' X 2 1/4' . 0'-0' TAPCONS QQ' TOPOF SLAB 4' CHAMFER (1-STORY) ° 6' CHAMFER (2-STORY) =AND ULE SIZE NTITY ADDING BAR TO p INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 8 SCALE:3/4'c1'-0' (NO UPLIFT) 5 SCALE: 34"=1'•0' SCALE: 3/4'=V-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 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE g STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE Q -� CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL a O >> SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. ¢ F Q ul ADDITIONAL METAL o3 U CONNECTORS NOT a REQUIRED WHEN NO UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 00 y Z 8' CMU WALL zo C�Q ; 8' CMU FILLED CELL (fYP.) TOP OF SLAB 0'-0' 4 TOP Of SLAB +- 0'-0° SEE SLAB SCHEDULE 2X WALL FRAMING 1/2' DIA. SIMPSON STB2 BOLTS 5' SEE SLAB SCHEDULE , Z w -- BAR SIZE 48 BAR DIA. i > e TOP OF SLAB n• MINIMUM EMBEDMENT INTO EXT. PORCH SLAB 4' CHAMFER (1-STORY) 78, O 4 e GROUTED CELL, 4' FROM ENDS AND W/ 1/2' ISOLATION 6' CHAMFER (2-STORY) . • 16' O.C. VERTICALLY MAX JOINT (WHERE • #4 24' APPLICABLE)ATCH STEEL A #5 30, SEE SCHEDULE 6' PVC CHASE REINFORCEMENT N PER SCHEDULE #6 6' PVC CHASE THRU FOOTING FOR WxD, BAR SIZE THRU FOOTING � 1k7 1 42' 42" AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FRAME BRIG WALL TO FOR WxD, BAR SIZE PER SCHEDULE � INTERIOR FOUNDATION WOOD WALL AND BAR QUANTITY PVC CHASE BLOCK WALL CONNECTION THRU FOOTING SCALE: 3/4•=V-0" (NO UPLIFT) 12 11 SCALE: 3/4'=1'-0" SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA k: 0003325 L MEE a SVHDIV. as LAT: ABBOTT PARK LOT #16 BLK #15 PROJECT* 04181,000-16151 1[ODELa 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. SEP DATE: 08/31/20 SCALE: 1/4"=1'-0" SHEET S1.1A 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA 8: 0003325 Y d y7 g r a O }Q� Z a lu g 0 BVHDIV. ac L ABBOTT PARK LOT #16 BLK #15 PROJECT* 04181.000-16151 MODEL• 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. FIRST FLOOR DOWEL PLAN SCALE: 1/4` = P-0` TIE VERTICAL REBARc TO HORIZONTAL Z ^ REBAR W/ 10. HOOK Z GROUTED BOND BEAM N - VARIES PER ELEV. Z N I a 'Ct CLEAN OUT REQUIRED FOR INSPECTION m v .I ' " FIN. FLR. •a a TIE ERTICAL REBAR TO HORIZONTAL - REBAR W/ 10HOOK BAR SIZEI 48 BAR DIA, ZCC #3 18" #4 24' O U #5 30' #6 36' #7 42' HORIZONTAUVERTICAL REINFORCING 0 SCALE: 3�4'=1'-0' wW 0 NEW REINF. BAR O a cr U) SECURED W/2-PART 2 a I EPDXY. MIN. EMBED g 6', LINO S G FOLLOW ALL MANF. U SPECIFICATIONS FOR = USE AND I" Z PREPARATION OF HOLE. w p `. — �; • — — .< T a. STEEL REINF. OF BOND.SEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4'=1'-0' OFFSET METHOD CONTINUOUS BARSIZE 48 BARDIA. #3 16' METHOD #4 24' HORIZONTALNERTICAL #5 30' 1. #7 REINFORCING #6 42 2 ' SCALE: #5 BARS ■ m V-0. ■ o T 0 CMU UNIT DIMENSIONS O � ARE NOMINAL SIZES MASONRY SYMBOLS J SCALE: 3/4'=1'.0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdeeigngroup.com AA * 00033215 % a Y � � l� 4 a on I" X a Z aUDDrV. ae r.OT ABBOTT PARK LOT #16 BLK #15 Prtoi .. 04181.00t-16151 MODffiLa 4EHB "2605—HAYDEN" OARAOffi 8lrrx0: RIGHT PACE: DETAILS 60 MPH EXP. DA ., RINT 081/31/20 aCALMA4 atrffiL S1.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HiOA OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER 49 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIP'n REMARK (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 (c SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING B61 MASONRY 3000 8x16 (I) 45 (1195 WA GROUTED SOLID 222 MASONRY 3000 8x8 (1) 45 N/A GROUTED SOLID SALATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS �FGM16 SAFE LOAD - POUNDS PER LINEAR FOOT �� SAFE LOAD PLF TYPE BUe ss4s ena46 ertsa ePm4a eruw ePUsm eTaaae TYPE .... RC441 LENGTH 3'46' (47) PRECAST 2231 4'4r (4Sn PRECAST 1906 Y41' (54') PRECAST 15gp VW (84') PRECAST 1217 V-10' (79') PRECAST 1062 9.8 (75') PRECAST 908 r8' Rn PRECAST 743 I4' (112') PRECAST 554 10'4r (12n PRECAST 475 11.4' (13n PRECAST 302 17-W (144') PRECAST 337 13.4- (lWj PRECAST 216 14'-0' (1661 PRECAST 279 14'4' (176') PRESIRE83ED N.R. 15W (164') PRE81RE88® N.R. 1r4' (206') PREBTD N.R. 19-P CAA PRESTRESSED N.R. 21'4' (M PRESTRIMM N.R. 27-V R649 PRESTRESSED N.R. 24'4r PREMED oo�omom', '0�m0000'. saa�aaao®oIv mmomoom �m000�o 0�00000 oo�o©mv ommom��r_+ oomoo�o O�m�mO O�mmm�0 ®�00m�0 ®�mmmm0 oo��a,�mo 0000avava» a»ooava»oo avavava»Ioavo c�000a=NaMo 00000I� EZM va E=t000 0��0®mom oavoKMKM 0� � mmmmm 0E_mmzm��Rum0 Q66'I N.R 1 121 1 964 1 444 1 444 1 n4 I 1W7 1tPS (N) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM 'BAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPEC FICATIONS 74P (42) PRECAST 1025 1 1024 1 1608 4'4r (4n PRECAST 786 763 1300 4'4r (54') PRECAST 592 501 1073 SW (64') PRECAST 411 411 746 V-10' (M PRECAST 340 339 816 V4r (76') PRECAST W7 721 490 r4' Rn PRECAST 424 534 383 11114' (112") PRECAST 320 512 230 10'4' (12n PRECAST 264 401 180 114' (131n PRECAST 200 452 154 Ir-O' (141') PRECAST 244 402 137 154' (16n PRECAST 217 324 110 14%W (18n PRECAST 206 293 100 14'-0' (/76') PRE$lRESM N.R. 254 91 /6-4' (1841 PRE61 N.R. 250 83 1r4' (205') PREBTRNEBFD N.R. 194 64 19W PM PRESTRESSED N.R. 146 52 21'4' On PRESIREM N.R. 125 42 W-V 041 PREBniSINED N.R. 116 40 --.W (7B6') PRESlt1E38® N.R 1 91 1 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6mr-6NN I SAFE LOAD - POUNDS PER LINEAR FOOT ��0000�o mod�oov m�00000 m0000®0 �64F31Q70000 ©m©0000 a�Q*c;rs�r_ oK!WffMKM!M='9s.^fK=5 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -PROVIDE LONMUM 4' OF BEARING PAST EACH SIDE OF WIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 18-0126.D3 0 7 �------=;__----------------e FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4' = i'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7746076 FAX: 407-7744078 wwwAbdesigngroup.com AA #: 0003325 q 04 13 4 aL7HDiv. Aa LOT ABBOTT PARK LOT #16 BLK #15 PROJECT 04181.001-16151 MODELI 4EHB "2605- HAYDEN" OARAOE 3WINO: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES IL�60 MPH EXP. #5 CORNER SAR W/ 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'=V-0' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —#5 MIN, REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 9l4'.1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. Ci \o. POOPLO e QP NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 1 OF u" F=FILLEDW/GROUT .t',\A U =UNFILLED y-1\� NOMINAL # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE N. k 6_1T/1 M/ B NOMINA 0. QP HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1 T/1 MI08 INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1 T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •319, WINDOW i SILL f a SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SDALE: i ,/2•=,'-D1 1/2'=1'-0' SINGLE #5 CORNER 1 BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDEOF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM TYP. B' � 1#5 BOND BEAM T-Jf 1#5 TYP. 8"xi6' SONDBEAM y!. 1#5 8x16 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8X8 BOND BEAM TOP OF W/ (1) #5 BARIBOND,, .�; BOND BEAM GROUT SOLID FRT P LINTEL TO TOP OO OPENING BEAM, IF FILLED SEE NOTE8X8 PRE -CAST CLINTEL W! (1) #5 LENGTH OF BAR OF MASONRY OPENING-2,BEAM DESIGNATION OR8X8 PRE -CAST CE LINTEL, W/O STEEFERTO PLAN FOR LO +..e . WOODSMWIN FASIENFRSPACSSI 4 .2' MIN, 2 }' MAX A =2t MIN, 9' MAX (2)2K4 *.I}MIN, 2}'MAX ea . }' MIN, 2 }• MAX d..2' MIN, 2 }• MAX s.. 2 t MIN, 9- MAX M2d *-1}•MIN. 2}•MAX' N' }' MIN, 2 }• MAX y .V MIN, 2 }• MAX %. 2 }' MIN, W MAX (2)216 x,•1}•MIN, 2}' MAX' ea . 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 i }' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: tEND DISTANCE SPACING BETWEEN ADJACENT FASTENERS IN A ROW e. SPACING BETWEEN ROWS OF FASTENERS .d = EDGE DISTANCE 8 DOUBLE STUD W/ 1 Od NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.eom L AA #: 0003326 m Y Is$ fig! C Q Mill R$$ a >svHaiv ae I.oT: ABBOTT PARK LOT #16 BLK #15 PROJECT 04181.000-16151 1[ODEU, 4EHB "2605-HAYDEN" GARAGE 8TrMG: RIGHT PAGE: DETAILS 60 MPH EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ IOd x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT) X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177' ° x 2 7/8' LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0% FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK S12E & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X8 (3 �'x5 )¢') SYP. HTT4 W/5/8' DIA x 5' 5/S3.1A PT., WOOD POST EXP. BOLT r--------- FIRE � �A� STOP 314" SUB FLOOR �� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS - ELEV. VIEW PRE-ENG. FLR. JOISTS � ' 1 3/4' PLYWOOD_____-4I I DRAFTSTOP i PRE-ENG. FLR. JOISTS ,,,, II fr 2X4 NAILER FOR DRAFT STOP 3/4' PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS n n n n ii n n n n n ii n n n u u u u n II II II II II II II N II N II II II N II II II II If II x n n x u n x x n x n x x a II II II II II IL II II II II II II II II N N II II N N u u n n u n 11 x n x x n IL 11 INI II II II T1ttN _ uII InIlI IuI InI 9 11 u if 11 ifx n x u 11 n 11 n a II II II II II II 1 11 1' BMI TO CMU WALL W/ i 1 2x4 WDOD Wu ALL We/ IuI ❑IuI InIuII n u If u n u u SYP. NO.2 STUDS n n SIMPSON LGUM46.SD8 W/ (4) %* x 4' 2x4 WOOD TRENHDANCHORS AND 4 Y'x2)V WALL W/ ®12' O.C. SDS SCREWS TO SM1, (BLOCK W/)�' I r \ II II II II SYP. N0.2 I N II u h N II x 11 11 11 �n PLYWOOD EA SIDE OF BM1. =/ 11= n n n n STUDS a n n it/n x u e 11 ILL 11 12O.C. II II I) BMt 11 IL'¶I7__­l1 2X8 WOOD i1 u STUD UNDER EACH JOIST II II r - 11 11 11 11 3 10B 9A—_—�-- t t t u VI a DBLSTUD If 11 __ WALLW/�� II i 4 11 n STUD UNDER a PROVIDE DRAFTSTOPPING 11 ALONG THIS TRUSS AS TO EACH JOIST II PER FBREA CR 302.2.1000 S.F. I) ---- --1 IL II II II II J7 -_---- PREFAB FLOOR u n n u n n u n u u JOISTS 0 24. O.C. I I I I I I I I I I n u Iy� u n u u u u n n u u u u u u u u u ''\ Iit it II II If I 1 11 11 if 11 11 II II II II II II II 1A II II II II II II II it II II 3.1 I n a n n x FGT n n n x u it n 11 If 11 11 x it11 '� I If N— — — — — -- — — --- FIRST FLOOR FRAMING PLAN SCALE: 1/4' = V-0' I -JOIST 1441 N. RONALD REAGAN St LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #'. 0003325 d 6 b k U13DIV. Ae LOT: ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.000-16151 MODEL' 4EHB "2605— HAYDEN" GARAGE STIMO: RIGHT PAOE: FIRST FLOOR FRAMING PLAN lk�60 MPH EXP. DaINT ATE:: 08/31/20 SCALE: 1/4"=1'-0" SHEET s3 (1) SIMPSON HETAI6 TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO TRUSS (2) SIMPSON HETAI6 TRUSS ANCHOR WITH (12) 16d x 1 � NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) (1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 k NAILS TO GIRDER AND (2) SIMPSON HETAl6 TRUSS ANCHORS WITH (12) 16d x 3 e NAILS TO GIRDER IX2, 1, WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 18d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROORWALLIFLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP 422'x 4', 6", e' x 4'-0' MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24- O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) G a 1b 1c TYPICAL TRUSS/ GIRDER CONNECTOR(S) SERER SACKBtBLDCK THICKNESS 4600 314' WOOD PANELS 6000 (2) 12' WOOD PANELS 60 (2) 12' WOOD PANELS 90 2x LUMBER 3/4' T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE (JOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 20 OR 2X6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. I -JOIST CONNECTION @ L.B.W. 4 SCALE: 3/4'=1'-0' (NO UPLIFT) DEPTH 1/4'D —HOLE EDGE >518' —HOLE DIAMETER <2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS 8 GABLE: , ,/2•=,•1 01 1/2'=1'-0' EDGE>5/8' HOLE DIAMETER 3/5'D DBL. STUD ENGINEERED WOOD TRU 0 24- O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAI6 TRUSS ANCHOR WITH (9) 1 Od x 1 e NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR 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-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5' TITEN HD TO CMU AND (12) SDS }' X 2 e TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J' x 5' TITEN HD TO CMU AND (18) BOB J' x 1X2, 2x WOOD FASCIA 3' TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/18d GALV. COMMON NAILS. (2) }' x 5'TITEN HD TO CMU AND (18) SDS J' x 3' 1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12, O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT : SMS LBS (2 PLY MIN.) S2aTYPICAL ROOF SE2b 2c GIRDER CONNECTOR(S) BBB BACKERBLOCK MCK E88 4500 314'WOOD PANELS 6000 12) 12' WOOD PANELS 80 (2) 72' WOOD PANELS 90 2x LUMBER LSTA'2 20 GAUGE W/ 1Odx1N2 HDG COMMON NAILS. 0 EACH END TOTAL OF 10 LVL/I-JOIST WITH BACKER BLOCK HTT4 W/ 5/8' A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (18) 16d x 2-112' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 4 .4. LVUWOOD POST CONNECTIONS 5 SCALE: 3/4'.V-0' A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2' GALV. NAILS. TO JOIST FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2' GALV. NAILS TO JOIST FL#17241 C - SIMPSON MIU3.58/16 G < 2900 LBS, U <210 LBS W/ (4) 314" WEDGE-BOLT/J-BOLT, W MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4'" WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND.(10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5' MIN. EMBED ISd GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER �„� ATTACHMENT DETAIL `9 SCALE: 3/4'.1'-0' 8'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1W x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4'=1'-0' (2) 2X4 No,2 SYP DIAG. - BRACE W/ (3) 12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) V-0- TO 30'-0- (1)'X' BRACE 30'-l' TO 60'-0 (3)'X' BRACE (1)'X' BRACE 0 CENTER (2)'X' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - 1x4 DIAGONAL SEE ARCHITECTURAL CHORD PRE-ENG GABLE TRUSS—� BTM. SEE PLAN FOR LOCATION STIFFBACK (AS PER MAY NOT BE TRUSS ENG) REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES IX4 BTM. CHORD BRACING V-W O/C —J END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0' O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4'=i'-0' 24" 24° MAX. w/ (JOIST 8' END SPACING 8' MAX. END w/I-JOIST YP rP P ACIN SEE FRAMING PLAN END OF MAX MA% MAX LEDGER BD, 12" EXP. (212X8 SYP P.T. d EDGE (212%72 SVP P.T. 3/4- EXP. BOLT/J-60LTW/Y LEEDGER BOARD LEEDGER BOARD TO BOLT/J-BOLT W/2" WASHER & 5 UY TO BE USED 1. ENSURE THAT EXP. BE USED WITH 1-JOIST WASHER & 5 12' MIN. EMBED. (TYP) WITH (-JOIST BOLT BOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, W ALL El AROUND BOLT. FROM 2. SPLICE OF FROM AND REAR LEDGER LEDGER SHOULD LAP A MIN OF Z 4'-0'. Z 3. ALLSOLT3T0 HAVE WASHERS (2)2X12 4. EXP. BO Y CLOSER BOLTS SHOULD SW PT NOT BE AM CLOSER THAN e° Z i S.O m 5. ONLY LEDGER IN DIRECT is (2) 2X6 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END SPACING CENTWI PACING A DOUBLE SYP 2x8 12' 8' MAX. 24' O/C MAX. 8 DOUBLE SYP 2x12 (2) 3/4' 8' MAX. 24. 0/0 MAX. 1-JOIST WOOD LEDGER DETAIL 1 0 SCALE: 3/4'=1'-0' SEE SCHEDULE FOR BOND BEAM RED. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT W-0- O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O.C. MAX CONT. 2x4 SECURED W/ (2) 1Od' s 0 EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. BLOCK WALL W/ GABLE END ' PRE-ENGD TRUSS SCALEt3/4'=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. &AJT�E�RNATE MATERIALS SCALE: 3/4'=l'-O' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwsbdeelgngroup.00m L AA #: 0003325 6 a 0 susDm se I.OT: ABBOTT PARK LOT #16 BLK #15 PROJECT* 04181.000-16151 MODE19 4EHB "2605— HAYDEN" GARAGE 8WING: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF'BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING I -JOIST kale. w.. EACH END PLATE STRAPS W/ 10d x 1 1/2' HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4'_V-0' PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24' O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN WI 1/2' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG i GABLE TRUSS @ CMU WALL SCALE: 3/4'-1'-0' 8' CMU WALL— REINF PER PLAN (2) 2X4 P.T. W/ - MASONRY NAILS ® 12' O.C. 1X2 FIRE -STOP - STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A - SIMPSON MTS12 U <990 LBS W/ (14) 10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 10d GALV. NAILS EA. STRAP #8 WOOD SCREWS x 2' LONG 0 3' O.C.; STAGGEREDOFF CENTERLINE 3/4' AS SHOWN 3/4" SCREW PATTERN I -JOIST (SEE NI FRAMING PU DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.IA. 3-4' SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL 3 SCALE: 3/4'-,'-03/4'=1'-0' SIMPSON SPH4 OR SPHS BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx 3' PRE-ENG ROOF TRUSS 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM, PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. SECURE ST. PLATE TO SLAB W/ 1/2'x9' WEDGE ANCHOR W/2' WASHER SET IN HIGH STRENGTH EPDXY 5-1/2' EMBED. MIN. 0 16' OC MAX. TRUSS CONNECTION @ L.B.W. 9a 9b SCALE: 3�4'=1'-0' #8 WOOD SCREWS x 2' LONG 0 3' O.C.; STAGGERED ASSHOWN DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/83.1A. I B' CMU WALL REINF PER PLAN PER ELEVATION Efi4 LL- : r T I SCREW PATTERN O �t- T I` `I -JOIST (SEE 24" M P.T. CEILING 2x4NAILER FRAMING PLAN) ELM NAILER W/ MASONRY NAILS 191 El 12' O.C. 1X2 FIRE -STOP jv SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL SCALE: 3/a'=1'-0' ROOFTRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 •0• :0 : TRUSS/WOOD POST CONNECTIONS 10a 10b 10c SCALE: 3/4'.V-0' TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'x3'SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 1/4' X 2 1/2' BOB TO POST POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8' A.B. WITH MIN. 7' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2' NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX; 407.774-4078 www.abdosigngmup.com AA #z 0003325 d i O i a a 8EMDM S. LOOT ABBOTT PARK LOT #16 BLK #15 PROJECT 04181.00t-16151 MODEL: 4EHB "2605— HAYDEN" GARAGE BVfMG: RIGHT PAGE: DETAILS (I— JOIST) 60 MPH EXP. Cj D TE 08/31/20 SCALE: 1/4"=1'-0" DKEET S3.1B PRE-ENGINEERED �� VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngfoup.com L AA 8: 0003325 Y O O BVHDiV & LOT: ABBOTT PARK LOT #16 BLK #15 PROJECT* 04181.000-16151 MODEL 4EHB "2605-HAYDEN" GARAGE 8WRNG: RIGHT PAGE: DETAILS 60 MPH EXP. Qj SECOND FLOOR DECK PLAN SCALE: 1/4' = V-0' 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdeslgngroup.com L AA S: 0003325 >lVHDIV. to LOT: ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.0 0-16151 MODMU 4EHB "2605- HAYDEN" GARAGE EKING: RIGHT PAGE: SECOND FLOOR DECK PLAN 60 MPH EYP. IB 08/31/20 CA=: 1/4"=1'-0" HE= s4 r 37'-6" 27'-8" 23'W 11 2" 6'-2" 2 m 4 �n 'v re m N m N 0 0 3'-4" 10'-4" 2------------------------ 16'-2" 20'-0" SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 41 N. RONALD REAGAN 81 L0NGW00D,FL32760 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngfoup.com AA #: 0003325 h y O F DOTT PARK LOT #16 BLK #15 ECT# 04181.000-16151 UODEIA 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH EXP. Dom' 08/31/20 SCALE: 1/4"=1'-0" SHEET 54.E a FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA,B W/ (9) 1Od x 1 1/2' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (C). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8' LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE8CRRIIPTION REMARK O 1 (2) 2X8 BEAM SCHEDULE OllaM 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 (pal) W�, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 30DO 8xi6 (1)#5 (1)#5 N/A GROUTED SOLID B82 MASONRY 30DO 8x8 0) #5 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 611111-6MPB 1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH O1O TO (42') PRECAST 2231 4'-W (48') PRECAST 198E 4'$ (54') PRECAST 1599 S4' (041 PRECAST 1217 5--10' (70') PRECAST 1002 B4' (M PRECAST SOS r4' (90') PRECAST 743 C4' (117) PRECAST 594 10'48' (128') PRECAST 475 11'4' (1381 PRECAST 382 17-W (I"') PRECAST 331 134' (ISM PRECAST 206 W-W (16n PRECAST 279 14'4Y (171n PRESTRESSED NA. 1" (1841 PRESTRESSED N.R. 1r4' (2D99 PRESTRESSED KR. 19-C (7:121 PRESTRESSED N.R. 21'4' (MI PRESTRESSED NA 2r-7 (2641 PRESTRESSED NA 24'0 — PRESTRESSED N. 11�l Om�O© 0�®OCmmm Om�OWM�m 0�®�lO.u7�0 mo®Qdm ®mmo�oo moos �0©@�L"�FavlCIN ®gym©00 0m000c �m000�v �m©om[�'i7■@! 0�00��0 Omm00t"'.Q'! oomvomo 00m00®0 O�mO�®0 oom�moo OD��m�O ®ommmmo ®ommmmo oommm©o 000mmmo 0000000 �DOd��O ��Ommm� R 129 1 m (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE 8' PREC ST PRELATERAL RESSED 'LOADS _LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ►�A SAFE GOAD SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH LENGTH 3'4' (42') PRECAST 1025 1024 159E 3'-9' (42') PRECAST 4'4Y (489 PRECAST 788 763 1309 f-W (48') PRECAST 4'41' (64') PRECAST 692 601 1073 44P (84') PRECAST V4' (84') PRECAST 411 411 745 V4' (6-M PRECAST V-iW CM PRECAST 340 331) 816 S-10' (70') PRECAST B4P (An PRECAST 507 721 490 847' M PRECAST r-r Mn PRECAST 424 534 989 r4r mn PRECAST 94' (112') PRECAST 325 512 230 94' (1127 PRECAST 10'4r (128) PRECAST 284 401 190 IWO (128') PRECAST 114' (13r) PRECAST 25D 462 154 1r4• (13r) PRECAST 12'0 (1"') PRECAST 244 402 137 12'4P (144') PRECAST 134' (180") PRECAST 217 W4 110 1" (10n PRECAST 14'4P (ion PRECAST 205 293 100 14'4' (1081 PRECAST 1449' (17S') PRESTRESSED N.R. 254 91 14'-r om PRESTRESSED 1B4' (1841 PRESTRESSED N.R. 259 03 154" (184') PRESTRESSED 1rW (W PRESTRESSED N.R. 194 64 1r4' On PRESTRESSED 19W Mn PRESSED N.R. 146 92 W-C (?32') PRESTRESSED 214' On PRESTRESSED N.R. 125 42 214- Wn PRESTRESSED 274Y (Ml PRESTRESSED N.R 1,9 40 2741F (M*) PREITfRESSED 24'4r (28n PRESTRESSED NJL 91 33 24'0 Wn PRIDE (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS IFY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE . ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECFICATIONS • PROVIOE MINIMUM 4 OF SEARING PAST EACH SIDE OF WBOOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 1 ♦ 8FB-1T/OM/O13 8F8-1T/OM/0B 8FB-1T/OM/OB 1 1 ♦♦ 4 1 1 z I 1 1 ♦♦♦ 1 j 1 1 ♦ 1 I j I 1 1 1 R 1 1 1 1 1 U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'-4" I I ♦ 1 I , ♦♦♦ 1 I,, �,, 1 '1 ;;.♦ I Jf Ij ; 8F8-1T/OWOB40 - - - - -�- - - - - - - I IFOM/OB § j SF8-,T/OM/OB 1 8F8-,T/OM/OB ; -}------i-----------L---------J --------------------------j SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 000332E Y d A 7 OL7mm & LOT. ABBOTT PARK LOT #16 BLK #15 PltOJECT411 04181.000-16151 MOaarz 4EHB "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. NIC AM D08/31/20 DATE: OCALE: 1/4"=1'-0" OFIEET S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAI6 W/ (9) 1Od x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (41. 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 PBS36, .177' ° x 2 7/8' LONG, WITH WASHER 0 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 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 817E # BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 Y,'x5 J¢') SYP. HTT4 W/5/8' DIA x 5' 5/63.1A PT., WOOD POST EXP. BOLT L------------------------J ROOF FRAMING PLAN SCALE: 1/4' - V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdesigngroup.com L AA N: 0003325 Y! BUNDly ae I.OT: ABBOTT PARK LOT #16 BLK #15 PROJECT#L 04181.000-16151 MODEL' 4EHB "2605— HAYDEN" GARAGE 8WING: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 60 MPH EXP. Cj D TZ 08/31/20 8CAX E: 1/4"=1'-0" 8FIEET 16. S6 M r A =F ROOF WIND DESIGN PRESSURES NET (GROSS) A 1 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49A8) ZONE 3 = 67.16 PSF (77.16) 'A'=4'-O' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: *C' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16- O.S.B, OR 1/2' COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND Bd 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 FNn p ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIA. SHANK TENSILE ETA. SHANK 8d RING SHANK, 21/2' 0.120' 170,000 (16-20 RINGS SCREW SHANK PER INCH) Bd SCREW SHANK 2 1/2' 0,120' PNEUMATIC SCREW -NAILS i. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16' O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4.O.C. TOP & BOTTOM PANEL AND ad RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. °v 10 a zw z s a W O Y 0 QU NO (D cc Bd RING SHANK GUN NAILS 0 4I'O.C. TOP & BOTTOM EDGES Zs' � W , Z n . . cm7O ¢ ® ZIC = O N he C,3 < W to z Q . =N w (j W ZZe Ia =U (D It z E 2 TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RMFCHFATHINl; -I mmm .--_Emmmmm --- -, `N BUILDING „ ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS 0 W O.C. IN FIELD 1 8d RING SHANK GUN NAILS 0 12' O.C. IN FIELD or 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.6NjN FIELD J\ TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMIIM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE B%MR ENTRAINED CONCRETE EXPOSED TO EARTH ORWFATHER WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBOR 2017. BM EDITION ALL ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AC1318A4. BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. P, -1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 690-73/ASCE 5-13 ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE 64M1 CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICfTV. 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS, SEAMS UPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES. AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCfi 2017, eth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP s2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH. SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED S-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL TRUSS CONSTRUCTION: AND TPINJTCA SCSI STANDARDS FOR METAL-PLATE-CONNECTED-WOODMMENTIONSFOR ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED N 20 PSI TOP CHORD -0on<oncurrnrtt RE wEW TYP. MIN LAPS SHALL BE AS FOLLOWS: 64 BAR - 26' s6 BAR - 36' WOOD TRUSSES. 10 PSI BTM CHORD -rxxtcon0u t 46 BAR - 30' s7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16 psi TOP CHORD p CHORD PSI (7 psi w/ ASPHALT SHINGLES) W/ No GYPCRETE) (7 (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 6 105 pBf S BTM CHORD BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAADD TO RESIST WIND UPLIFT: 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 pM WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED-100 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpaf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pnf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 3Opsf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL SEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pef, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOpei ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf 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 630/ASCE 5/TMS 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 THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-9D, GRADE frn = 1600 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 , S DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 318' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE 'M' OR W MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE OR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 sf, FOOTING FOOTINGS WERE DESIGNED F All AB P � PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM 0470, 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 31W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557, TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. 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 SHNJ. NOT EXCEED S.f-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING. TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLANCE IWTH THE ABOVE REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDAOR WEATHER 1-1(L' FORMS AND SMALLER 3' FOR WAND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4- FOR SLABS, WALLS AND JOISTS 1.1!! FOR BEAM 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. STRUCTURAL STEEL: 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 A-500, GRADE B Fy .46 kei. STRUCTURAL PIPE SHALL BE ASTM63, GRADE B, TYPE E OR S, Fy.35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF-THEAUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION S. TYPE &PACING REMARKS APPLICATION S2E TYPE SPACING REMARKS PT FUHRINO TO IMASONRVICONO CASE HARDENED COIL NAltt tq'LONG 8.0� GARAGE DOOR BUCK TO MASONRYICONG. lN'DIA. NOWASHER APCON MASONRY T fASTEN- S, 11?EMBED., O' END DIST.. R'EOOE DIei. SGD,AL. EXT.DO0. CASE HARDENED COIL O'DIC WMDMICIDDT/1—NED GAPAGE DOOR DUCK ?DIM. NI IWASHE. EXPANSION BOLT '$d'OA: d•EMBED,d•END DIST., Ix PT, SEE NOTES NAIL I -LONG, BTAGOERED INTO MASONRYFONC. TO MA9ONRYA:ONC. B'EOGE DIET. WIND -BUCK CASE HARDENED COIL .'DID WINDOAADODW FASTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING I x PT, SEE NOTES NAIL, TIP LONG, STAGGERED INTO MASONPY,CONC. MA�NRYIc—, REQUIREMENTS EXT.BWINGDOOR 12))&1.'DM. 'TAPCON' 1g QC ,T"EMBED, C EN). NONBEARING WOOD 1" EXPANSIOtl 4'EMBED. f END EA OC WCK EI IT, SEE NOTE WABNER FASTNER DI9T.,I IIYEOGEDIST. WALL TO CONO SLAB WIWASHER BOLT DOT., 3' EDGE DI9T, 21 AT WINDOW BUCK 4'OA: d' END, DIST., I t2' S.•PAP KE tA' PT TO STEEL COL., SEE 0.1WI WASHER STAGGERED EDGE DIET. NOTE. MAI 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE B WINDOW AND D008 BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com AA N: 0003325 _ J 14 d a A C a BLTHDIV. & w ABBOTT PARK LOT #16 BLK #15 PROJECT# 04181.000-16151 MODEIs 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. r�3 r�a C�— j� �s3rn 4