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Home My WebLink About7744 Broad Pointe Dr'� 9920' 0___5R 99 04EHB -HAYDEN GOMp`� �®off' G joulIG Wyk\', p\ )s, ®PN�IRH\V"S N � G\'� F Z P Rp\N�CEB HOMES 0 �r 12602 TELECOM 1-DRIVE, TAMPA, FL 33637 T491: (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 .na= BURMN GW. mcmamm, ISM EDf= ($017) • A** IXAL AND STATE CODE -AM .00CUPANCY - RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB •�• INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH EXPOSURE _ L_ •� RESIDENCE • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV, ABOVE LAV. A/C AIRCONDITIONINGMC, ALT. ADJUSTABLE E M.C. AMP ALTERNATE MFR. AMP. AMPERAGE MIN. cc CENTERLINE MTD. CAB. CABINET MTL. CLG. CEILING N.T.S. cLR CLEAR O.C. CONIC. CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PLY. DBL. DOUBLE P D.G. DUAL GLAZED Pp. DIA. DIAMETER P.T. DIM. DIMENSION R.RISER DLSP. DISPOSAL RAD. OP. DEEP RA.G. DR DOOR REF. D.S. DOWNSPOUT P.M. DTL. DETAIL R.O. D.W. DISHWASHER S.C. EA. EACH S.D. ELEV. ELEVATION S.H. EQ. EQUAL SHT. EXH. EXHAUST SHTHG. EXT. EXTERIOR SHWR. F.GJFX. FIXED GLASS SIM. F.G. FUEL GAS SL. FIN. FINISH SL. GL. FLR FLOOR STD. FLUOR. FLUORESCENT SWS FR. DR FRENCH DOOR FIG. FOOTING TEMP. GA. GAUGE M. GAR. DISP. GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. N.B. HOSE BIB HOLLOW CORE VT HDR HEADER W. HOT. OR HT HEIGHT WI INSUL. INSULATION WD. ENT. INTER OR W wi/lesH W.I. LAVATORY LUMINOUS MAMFACCABIIJET MANUFACTURER MINIMUM MOUNTETEDIRP.SHOLD METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RADIUS RETURNAEGRILL REFRIGERATOR ROOM ROUGH OPENING SOLD) CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OFCURB TOP OF PLATE Top OF TYPICAL UNLESS NOTED OTHERWISE VAPOR WASHER PROOF WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION m4Sm 2 -STORY alU CONvERSION ARCHITECTURAL SHEET DESCRIPTION pyBgg BID GOT ISSUED PG CI -COVER SHEET PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3K-FRONT & REAR ELEVATIONS "K" PG A4K-LEFT &RIGHT ELEVATIONS "K" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS a2 ADDED ELEV. 'J' K' uaTH SIDING PER MARL BOWES 02aone BID BET REISSUED 041114 FOOTING REA61046 PER K 5=6 06/6A3 I -JOISTS INCORPORATED INTO MASTER PLAN mam CONSTRUCTION DOCUMENTS RE -ISSUED O1 8/1/IB ADDED VALLEY FRAMING. DETAIL, UPDATED BOLLARD DETAIL "AS DETAIL- 'ADDIN53 BAR TO BOND BEAM' ADDED TO 812A iW46/15 PLAN MAINTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 03rm REVISED LINTEL SIZE AT FRONT ENTRY DOOR I SQ.FT. CALC. S N46/I1 UPDATED LEDGER BOLT SIZE N SPACING 06A%ft REVIBEDI-JOIST LAYOUT IST FLR LIVNG SA. FT. SFT 2ND FLR LIVRK• 1,501 so. FT. TOTAL LIVNG 2.60e Ga FT. GARAGE 431 $a FT. PORCH ELM III 6a FT. TOTAL ELE" K' 3,53 $A. FT. BRIO PATIO 00 8A. FT. 06,%" ADDED LED LICAM TO KITCHEN 4 SATHRO" PER MARL SMS 6143/19 ADDED STONE OPTION TO ELEVATM Ya', 'H', 'J' 4 K' p�3Ay LEDGER BOLT SPACING REVISED IORS/IS ADDED OPT, W-0' CEILING WE04TO STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG 31.IA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG 33.1A-DETAILS PG S3.1131-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG SS -ROOF FRAMING PLAN PG SNi-DETAILS DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABUM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO TILE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RF!'s IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBI.ITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdssigngroupcm L AA 0: 0003325 Y �RSJf � jea$� �eaQ aUBDIV ae LOT. ABBOTT PARK LOT #35 BLK #S PROJECT 04181.00 -35083 MODEU 4EHB "2605- HAYDEN" GARAGE sWn4G: LEFT PAGE: COVER SHEET 160 MPH EXP. C ppm" DATM 11/26/19 9CAI X: 1/4"=1'-O" >!IN[EET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 0 EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUIMENTS 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 11301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE wows 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 ABA) 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 I/WNCH GYPSUM BOARD OR EQUIVALENT. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 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, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE WAND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUNWA 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 W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/." PVC (SCHEDULE 40), INSULATED WITH W 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 CLEANOLITS 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 FINN)HES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FETE RESWTANT CONSTRUCTTON 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. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS i. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 11C TYPE *W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) M N. RONALD REAGAN BLV LONGWOOD, FL32750 PH:407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 MIN, >s[J1lDIV. ac LOT: ABBOTT PARK LOT #35 BLK #8 PROJECT* 04181.000-35083 MODE1i 4EHB "2605-HAYDEN" GARAGE OWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C T, DATE: 11/26/19 DCALE: 1/4"=1'-O" sREET GN FIRST FLOOR PLAN SCALE, 1/4' • 1'-0' NOTE-2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN Ab' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN V015mm) THICK OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN V2'(12.lmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES OATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE WDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2 INCH GYPSUM BOARDS. FISCR 20l (6TH EDJ 302.1 OOIPQBRNDQJOOIgMOLGIDB BABEBBCEl110/11ER711310" Dau1f6 IF 801WE ZaE 110MiIrOOW RJWRB NDAND 7TFE RIOfAOE MIN. WINDOW 10 5 31V40 CRITERIA EXTERIOR SWING 5 36/-41 DR MIN. CRITERIA SAD. MIN. 41 5 34/-43 CRITERIA 16010 0AD. 112 5 310/-34b BASIC WIND SPEED MPH = 160 (Vult) 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 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 02NBId DAIEBDIBIB SQ.FT. CAM'S IST RA LIV2VG L04 SQ FT, 2PD R.R. LIVSG I"I SQ FT. TOTAL LIVWs 2,605 SQ FT. GARAGE 431 SQ. FT. FORCH ELEV'S K' III SQ FT. TOTAL ELEV'6 W 3,153 SQ FT. "IV PATIO 80 SQ FT. MASONRY/FRAME WALL LEGEND 8'-00 L UND ON PLANS DRS. HGT. VARIES 8' BLOCK WALL UNO ON PLANS IT'-4' SRC. INTER® BRG. WALL UN.O. ON PLANS 44' INTERIOR LOAD BIG WALL UN.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO 15E EQUIPPED W/ SELF -CLOSING DEVICE (R3029.1). i"I N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-7748078 FAX 407-774-4078 www.ebdeslgngroup.00m L AA #: 0003325 a3 1 LJ mm SUDDIV. Ae LOT ,11 ABBOTT PARK LOT #35 BLK #8 PROJECT 04181.000 35083 MoDEI1 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C DATE. il/28/19 SCALE: 1/4"=1'-0" SHEET Al C DCL. TOP PLATE 0 BAR DETAIL A SCALE:Ia'.1'-m' ARCH DTL. (,)ARCH 1/2'.I'-V' 42' k HALF WALL W/CAP 3/4' TAG SUB FLOOR GLU>•D a SCREWED PER FASTENER SC49OLLE V-4 3/4' 2ND FIN. FLR 8'-0' 1"Q3. HGT FLOORING SYSTEM (SEE FLOOR FRAMNG "FT) STAIRS RISERS TO CONFORM TO PBOR STFI EDITION (26M) MIN. TREAD.10' MAX RlSER•T 3/4. 3AS' STAIR DATA: MAX VARIATION IN RISERS/TREADS *R • 10b ADJACENT TO EACH OTW R 9/S• MAX IS TREADS • VARIATION IN ANY RISEtvn�AD FNUVD.L 10'• I' NOSING CIRCU LAR CROSS SECTION DIA TO eE 1 V4' «114. OR PROVIDE EOUIVALENT GRASPASILITY WINDERS. MIN. S' WOE . NARROW END MIN. II' MOTH • O' FROM NARROW END 34' MPL HANDRAIL MY. ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR &MACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH IR' GYPSUM OOARD& FBCR SMA (2) LAYERS OF 3/4' PLYWOOD SECURE TREADS TO STRURR OR (2) LAYERS OF 3/4' Zj WH37! $' SCREWS • EA FLOOR MATERIAL RIPS FOR STR14GM UNTHREADED SRAW SOLID N\ o BEYOND m AH U \ \ 3/4' KICK I IC \ PLATE I' MAX W. I®' \ MIN. 21 STOR. \ \ 3.2x0 STP STRN76R \ REINFORCED UdX4 SFF \ wicow. eEAD OF SUB -FLOOR ADHESIVE \ PL-4M OR SMILARE • \ EA HORIZONTAL RUN \ 2 X 4 RE-INFORCING EA 2 X 12 STRINGER SECURE WA2d i'-V OG. STAIR SECTION C SCALE, 1/2'.1'-V' \� SLEEPER INTO SLAB WTNN 6- OF EACH END, 32' OC. MAX HANDRAIL • 36' W/ 2X4 RE-INFOR 42' k 1/2 WALL UY OAP THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1B2 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A � o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND � A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4•. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2011 HANDRAIL SECTION D SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com AA /: 0003325 3 cl aUBDM & LOT: ABBOTT PARK LOT #35 BLK #8 PROJECT 04181.00t35083 MODEL: 4EHB "2605- HAYDEN" GARAGE SwtNG: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C fl,-W 12'-4- I1'-4' 2'-4- 12'-0. 30*2-SH EGRESS 3M-sw EGRESS wm% ........... I "Umroil L "M Mll$ .0 25-SH 2 -SH EGRESS EGRESS 011�6ffw 1144-8W TEMP LNE OF IST L FLOOR 15ELOW 81-01 2'-4- �2'-4' 13'-4' 39'-S' SECOND FLOOR PLAN SCALE: 1/4 - I'-V' 1 I N * RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX, 407-774-4078 www.abdesigngroup.com L AA #: 0003325 A o 44 z 44 w x L W�U� & LW02% ABBOTT PARK LOT #35 BLK #8 IPROJMCT# 04181.000-35083 MODMX.0 4EHB "2605-HAYDEN" GARAGZ BWXNG: LEFT PAOZ: SECOND FLOOR PLAN k..160 MPH EXP. C-J D F-PRINT 11/2 A=: 719", SCAM 1/4"=I'—O" A2 44 z 44 w x L W�U� & LW02% ABBOTT PARK LOT #35 BLK #8 IPROJMCT# 04181.000-35083 MODMX.0 4EHB "2605-HAYDEN" GARAGZ BWXNG: LEFT PAOZ: SECOND FLOOR PLAN k..160 MPH EXP. C-J D F-PRINT 11/2 A=: 719", SCAM 1/4"=I'—O" A2 W�U� & LW02% ABBOTT PARK LOT #35 BLK #8 IPROJMCT# 04181.000-35083 MODMX.0 4EHB "2605-HAYDEN" GARAGZ BWXNG: LEFT PAOZ: SECOND FLOOR PLAN k..160 MPH EXP. C-J D F-PRINT 11/2 A=: 719", SCAM 1/4"=I'—O" A2 21,'-4' BLDG. HGT. ----------- --- SHAKE SIDING AS SPECIFIED 12 B (TYP.) i' TRIM I!IOAMD 4' FREIZE BAND (TYP.) � IT'-4' 2ND FLR SR3. "T.0 FYPON 16'Xi2'� DECORATIVE SHUTTER OR EQUIVALENT b' RAISED 2ND FIN. FLR' S'-0' CLG. HGT... COACH LIGHT 0'-0' FIN. FLR 10 FRONT ELEVATION SCALE= 1/4 . I'-C' TEXTURED FINISH 12 g — ,-/OFF RI� OFF RIDGE T FYPON I6'X48' DECORATIVE SHUTTER OR EQUIVALENT _ IM'-4' 2ND FLR BR a. HGT. IBKTIX11 OR I EQUIVALENT I 4' RAISED { ��ISAND I b' RAISED BAND (TYP.) ' -2ND FIB I _ 8'-m' BlIra. HGT. 4D • ENTRY I TYR 4' RAISED I BAND (TYP.) 8' RAISED BAND (TYP.) I FIN. FLR IT'-4' 2ND FLRot Ilg 2ND FLR BI'?CA. HGT. - - BRGHGT. I 1 I I I I r- q r ~ I I I I 9'-4 3/4' 2ND FLR "' I I FIN. FLRJBRG. HGT. -- --- --------------------- r-- AFIN4FLRlBRG. FHGT. CLG. HGT. I I i-0• I I 4D I i I I TYP. ro a I I � �� I I I I I I I I _ 0'-0' FIN. FLIP-0-- E 1E-- -------------------F�N. FLR REAR ELEVATION BC -ALE, V4 . I'-0' TEXTURED FINISH AREA OF ATTIC 1585 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1565/300 = S18 VENTILATION AREA SO. INCHES PER FT. (144) 780A SQ, IN. MN. REQUIRED VENTILATION = .5X 760.8 IN UPPER PORTION OF ATTIC 380.4 SQ. IN. OFF RIDGE VENTILATION AREA = 1155IN. PER VENT 380.4 /115 TOTAL# OF VENTS REQUIRED = 3.30783 TOTAL# OF VENTS FROM DED = 4 'AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED ENChMERED WooD TRUSSES • 24' Or - SLUM 611010- DRAWNGa SEALED BY PROFESSIONAL ENIGMEER POR REVIEW # Alb COrr'IENITS PLYYIDOD SHEATNRNG SEE STRIICTURA4. 2140 PM SIM HOT. (PER ELEV. - — - - 000FM6 AND PLASNINS UV DRIP Ta" 6MAM AANC mc;Ir EDGE PER rrlR S7.ARRANTI an slowa wL REQUIREMENTS WnAP FASCIA WT14 BREAK METAL NAeaN rr Swo Dam SIR siRwMAL bd, 2RS WOOD FA60A SEE STRUCTURAL FOR FASTENERS VENTED SOFFIT PER ATTIC CALCY► IR' TNICK 2 COAT CEMENT PLASTER APPLSTD DIRECTLY TO MASONRY RAISED TIM PER ELlVATION6 2NID RR d*VCW PER PLAN OVERHANG DETAIL A SCALE, 1/2 . P-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdoeigngrouP.com AA 8: 0003325 Is L�JIrIr g96g >stMDM Sc LOT ABBOTT PARK LOT #35 BLK #8 Pito".CTp 04181.000-35083 MODarr 4EH8 "2605- HAYDEN" GARAOS BWMG: LEFT PAGE: FRONT & REAR ELEVATION „C 160 MPH EXP. C r TZE3K CA=1'-0" iM n 5 OFF RIDGE VENT 11'-4' 2ND FLR ,�11'-4. 2ND FLR ___—___ BRG. HGT., _—_—_ BR:a. HGT. II T-4 3/4' 2ND FLR , II II i I 12 9'-4 3/4' 2ND FLR -------------------------FLR _ _ 8'-O' GLG. HGT.$ ,`8'-0' BRG. HGT. _—_—_. -----------`—'---------'-----'--- rn. _ - —_—_ — o ENTRY 2 .0• I II II 0'-0' FIN. FLR II ---------_—_�—_---_-----------_---- ----- '10''0' FIN. FLR LEFT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FNISH FRAME DOWN OFF RIDGE T 12 FOR FYF'ON �b E4CTIIXII OR EOLIVALENT 11'-4' 2ND FLR ,�Il'-4. 2ND FLR BEG. WT. ---- ---------� BRCs� HGT. �7 V 2'.0• n S'-4' 3/4' 2ND 4 R FM.FLRBG.GRT -— -— - — -— -— -— - — -— -— -— -— -— -— _____—_ 12 --_---- HGT. W-4'BTY b GRLG.RNNDG.FT.L o ENTR -- ------- ----------------------- -�- 2'-0 0'-0' FM. FLR --- --- ------------------------------- ----'---- 0-0� FM. FLR RIGHT ELEVATION SCALE, 1/4 • 1'-0• TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-714-4078 www.abdoeigngroup.com AA B: 0003326 J ��dddMiiiJJ :f � Y 3 40 i i aVHaIV. ae LOT: ABBOTT PARK LOT #35 BLK #8 PROJECT/ 04181.000-35083 MOaasr 4EHB "2605- HAYDEN" OARAaffi sVE170: LEFT PACE: RIGHT & LEFT ELEVATION „K" 160 MPH EXP. C BCALR: 1/4-=1"-0" sxMET A4 K ELECTRICAL LEGEND SYMBOL DEFINITION NOTES G6V OUTLET LO AT SNaLE POLE NOV OUTLET IBv OUTLET a OF CUTLET WIC TO Swncw —+� aPl —�j BOV CUTLET Eaww WNSRD PILL Nn lYrre (rase RMISTAIT TYFE) 220V OUTLET (4) WA CONNECTION 1u1�A GFI OUTLCET UNT FAULT 6WTCN SWITCH 3-WAY OPER MUTCM 4-WAY OF -Bit L-o NLLaL.IOIRL rlou+leo r CELNG Liam © LED CLG LaNT L® VAPOR GYP P7LgOF LIGHT O vP VAPOR PFIMW LIGHT OMMOM CAN e~. PAN I OM Pass SOL PT. VENT, PAN NLLaw I Co" PAIR SOL rr. V P LION, (SFCTI TED DY 2-IN" UIPAP ® AROUND (Rees ) L (Sli! MNTJ ARa+o 7' FLLOIWSCl/T 4' RAkXIE008W pQ 1-•+—Ir-+�-e-, G0 C 4' TRACK LIGNT PANEL gib METER OSri. BwRa DLmcTCR p&=NBIL.IUNeD11R 1� N WALL MOUNTED Mq4 DE7CTGR DATr. aAa(-UP WLtlO�R ®1:MISON 6�0 MONOXV mNRR vim DIRECTOR CQ7C 170PINB:TED SNNALL. N A OXACB OF NOT LESS THEN 4• FROM KILL PEDANT LtlHT Lf� NATURAL OY TELEPHONE JACK jWNh BN7ER HEA1Ie ORcaNaer AIR CKNDmaNNa DISCONNECT F❑iY TELEVISION JACK CEL BOX TO EE SV,FOIED N O J•EOt PL40MANSUCH AS FOR FOR CIIL" MO( FANLaM TO C SUPPORTED INCEILNO ACCORDANCE ICU DOX MARKNO A6 SUCW FOR WMECTM �nnn 24' a/CANOBSOENT LIAR STRIP nnnnnn !S' Nc4NOESC/V1' Laver STRIP 411' NCADESCOM LIGHT 67W FLOOD I — RIt7 K"AO NEY►AD • PB. FUeH•EUTTON ma CIN'ES LOD PORT • LOCATION CT TV JACKS A PIONS OUTLETS A PAN & TO Be YMtP D • HOFEOUAN PRE- :O STR CrION MEETING, • ALL E 4 20 AMP BRANCH CN WITO TO a ARC FAULT PROTECTED FAR M CCrMCAL P sOVENONS OF rem S7H 1eDR10N (TAM) A NC SW2 2E14 SDITIOL • 20 AMP DEDICATED LAUNDRY ONCUIT. • GPI a ISLAND (NOT ON KITCHeN CIRCUIT) • DIMEMMER DISOORffiOT TO BE LOCKOUT N PANBL • D4TpSEDO'1 lDSWBT PAN TO NAVE MOL CAPACITY OP 00 CRN MMNMrrMHr PLEB ELECTRICAL PROVISIONS OP SECTION MEOW! CNADM x • LAUNDRROOMPMWEO FAULT C4 WIT-NfWMWA- ER P WDTB=ION FOR PERSONNEL OH FEEDERS • WRONG; MSTMOD MILL BE NON METALLIC CABLE PER !ELECTRICAL PROV IIOW OF PBCR NTH im r2d= • ALL WORK TO OONPLY WTN ELECTRICAL PROVISIONS Cf TF! PEG IRA ®[2EMx • im OP LtlARN6 MI Y lBR6Y ®w1CIENT TYPE PER FIELD LOG IRRIGATION OUTLET E 48' APP. PATIO R F-----------� --2- uwP 51u A ) PRE -WIRED CLG FAN BDRM #2 1 BATH 02 % 1 /� I BOLLARD AS REQ PER SLID& CODE CACI LIGHT 0 I �, QDMG ROOMG ROOM PRE -WIRED — — CLG FAN ISE NS I I V_5, GFI I II T TO 2ND FL.\ SWITCH I 1 S� SWITCH `� CABINET I I I KITCHEN OUTLET r I I f l I ,POR DWI L 3 `•p L GPI GFI 0 44' APF. --_ S/CO GFI ;• — !RE6n f i KEYLESS FIXTURE 16 11 GFI GARAGE DOOR FFREWIRE GARAGE ( i III NT III \ 1 FOYER \III PRE -WIRED CLG FAN !III PORCH -- - FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' . I'-®' I I I L I c I \----------- LED LIGHTING (� SINGLE LAV. BA" WP Panel MAIN - A PANEL: BM6 wp crt breaker VOLTAGE: 120/24OV-1Ph MAN: 150 Arty M.C.B FEEDER: 3-#1 CuTMAM & 1-#B Cu (G) in 1 1r2' G OR 3.#2A AL THWN & 1. #O Cu (G) in l 10 C. Wln PeN Nr D.wd M W.1W Drawl chcdt W.E.: N-1 O IN. Pol. win 012 1 20 Extadw Rec ado GFI1r TUG 1200 1 1 1 1 Isw. i12 2 A I,IResa PunP 1000 3 � s S e 00 AIC C.U. 40 2 A Ism. 7 e PANEL -A PANEL: 42 crL breaker VOLTAGE: 1201240 V .1 Ph MAIN: 150 Arrlp M.L.O. FEEDER: 3. #1 Cu Tk %N & 1-#8 Cu (G) in 1 1/7' C. OR 3. OW AL THMM & 1-#8 Cu (G) in 1 10 C. VA. POT. SW M w.N Odil ci a ( W.Aa D—d INn IN, POW win a12 1 20 Sm.r k,a 1500 1 2 9000 Nna. 50 2 a a12 1 20 Mk—INed GFI 1000 3 4 02 1 20 Sm.r Appliance 1500 5 5 4500 W"H"w 25 2 00 112 1 20 R.N w 15M 7 B 012 1 M MnRec .dn AFCI Ism F. a 10 12DO 01. #CFI 20 1 02 #12 1 20 Bdh GFIR N, 12M 11 12 INC GehMeMr GFI 20 1 #12 M4 1 15 F /Hd AFCI No 13 14 ww DrW GFI 30 2 00 M4 1 15 U4 Rw, LonA, Kk.—. Da. U. AFCI 900 is is S e 17 15 15W W.d,r GFl 7b 1 02 114 1 15 SD S C/O AFCI I 2(1 1 WID 01OarO GFI 20 1 ill Ems 21 72 1 12W / Emft Us & Pe .da AFCI 20 1 H2 04 1 Is 11, 0/BN.mn N AFCI e00 23 24 e00 --SUN AFCI 15 1 E4 014 1 15 lin AO AFCI R00 25 n N0 OW,M4 Bathnan AFCI 18 1 014 04 1 is Ndc.mftfcpts"iSeiwopt,LOtAml A00 27 25 im 2M R.erIW e1D9.IRLh/Lrn AIO 20 1 i12 N12 1 ZD .}Cr O. OOer rOFI 1000 29 w iow —tnh 20 1 P2 31 32 S . 33 N e 35 3 e M35 37 38 e R 2 35 A/CA.H.U. .dr 5 VIVA M 0%) 5525 >o 41 e 42 sp.c. Lad. eetto dnndIA"cd.ukdonslim 1751q 2780(i _-- L.M. ect lodm.M WarakWtloncfYa 'Dmand Factm a cu n0: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT NIERRUPTER NC: NONCONCtDENT LOAD OFl: GROUNDFAULTNTERRUPTER Tdd lad eugect W dwn.ndectr 45500 ' Fht 10000 a M 100% 1D000 R.m•Wn wR..t 40% 14200 ar uc WM t17As LOAD CALCULATION IS BASED ON NO NON -COINCIDENT LOAD Taal C —W Lad W.N Ism Tabl Am s(wlW /240w1h1 140.e I General Lighiling &Roca YcN Load TdW AX S F.9 2805 Gwwn 1A A R.c3W/ Sq.Ft. 7815 1nH.N 3 et BSWiI' Met 100% 195 G.-I I 8010 ckme roml TEm O.n.n1 LN B Roo Peal A 11 728 8010 O CU, THIN • PIS CU N 2' CONDUIT OR 3 •FE CUM7' 001'"IT. ERMINATE ABOVE 66I*IT • OVEI114ANG-) 150 AMP ELECTRICAL RISER NOT TO SCALE. CO1l5NATION SERVICE DISCONNECT MUTCN AND DO AY'IP DOI VOLT GENERAL INOie6, SHALL A, ELECTRICAL E MATERIALS AND GIONS OF I CO'RY WITH ELECTRICAL PRDVIMONS aP tHE BlGA.iiH M O NEUDELECTRIC: METER IN NEPINL M ENCLOIUIRE P44 AgW I MLO PANEL EDITION (F,8Jj8�(2QI Z LOCAL. CODES, AND ALL LOCAL POWER CO' FsANY REQLIREYINTS. B. ALL CONDUCTORS SHALL Be TYPE THNN/TWN UNLES6 NOTED OTHERWISE. I� TV-M-.ONE SERVICE WAaM _ CABLE TNLBVI64N eGSR1ENTT NTER6Ye, BONDING TERMINAL AT LOW VOLTAGE CONINCTIONS PROVIDE DO AMP, DO440 VOLT, I PNASE GECODARV-� 1 V OL SERVICE GRO M CONNECTED TO ELECTRICAL SERVICE, PROVIDE 3 9 COPPER (CU) IN CONCRETE ENCASED POOTER 6TMIL PER I -VI" DIA 6G4EDULE 80 PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISION* OF THE Oro ALUMINUM (AL) IN 2' DIA 6CHEIL DE M PVC LLDITION r2OMx CONDUIT UNLESS *ERVICE 16 PROVIDED BY T14E ELECTRIC COIPAMY. CN 00PFDATE WITH TWE ELECTRIC SAS" DIA X 8 PT LONE COPPER CLAD GROUND ROD CO'1PA4Y PRIOR TO END. 144I N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdmfgngroup.coin AA #: 000332B Is Y N1 am x 0 2 aZMDXV. As LOT ABBOTT PARK LOT #35 BLK #8 PROdEOTl1T 04181.000-35083 MODEIc 4EHB "2605- HAYDEN° GARAGE SrFING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN %160 MPH EXP. C r-punwrDA 11/28/19 BCA=: 1/4"=r-0" SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -(- 1 UDY OUTLET 20 MT NNNA POLE IIM OUTLET IIOY OUft.ET N OP OYnET WIw To OUTC4 - 1 OPI ,W a=,, EOWP® 4000IN0 PAIL MERPRR (TYTER IIMNTANT TTPD a@ 229V OUTLET [4) WRE CONNECTION ma R&INWRO N, CUTLET amm FAULT NTERRrme SWTCH BUTCH a-UULY OPER 64 OWTCN 440AY CPER WALL POWWRm Law CELNO LRINT © LED CIA LKWT POMP LOW O vP VAPOR PRov LOW QO RKNRm CAN eYR+T. PAN I Cna PER 6a PT. V.[T. PAN mijaw Ian Pme Rn rr. v cw RNnId ravcro Teo Rr 2•eHie TRAP AIIIIIUND r1R{L • R 24RLDWRAP ARCUO [EHLIk I'NT) 2' PLUOPEIC W f' A-IIOINRC$IT p G 4' 1RAOC LOW O PANEL gib METER OSD. 0,00 ormcrcm AIULN01111101101iff r�-T wALL MOUPOW GAIL sr9e.r l=J a - am oeTacTOR Be-� ®CAPOM SAA M`IOW im fQRb ccoaaOTeo SHALL eE A DDTANCE OF NOT LE" THEN 4' FROM WALL PENOA+T LIGHT Ili NATURAL OA! ► TN.PHaN JACK uN WATER IIEAtae DIRGOM[CT AIR CO OITIONFn DRCALfCT TeLEYRICN JAOC OM JO J-0m TO m RPPOIOm N ACCO DANCE IV IM MAR® Ab RICH FM OELNo sox CI MLTORRED N CELNO PAIULIRIIr AOAC COIDA KV SOX a MARM RlpFOR CR tormanGH manna 24• NCANopOi[T LIGHT RTRP W ICADNCENT Law eTHEP nnnnonnnn u• LICAND>RGONT LAW STAP PLoao LWHT OPT. IMPURITY W1TAD • PE PUM&OL rON POR CNME we rou • LOCATICN OF TV JACKS / PHONE OUTLETS A FANS TO BE VERIFIED • Ha'EOIUNR FM@ -CONSTRICTION H XTN1 • ALL 0 A 20 AMP BRANCH CIRCUITS TO BE AAC FAULT PROTECTED PER ELECTRICAL PRROVRIONS OP MIM aTI EH�RIOI r2enl • NEe alien 204 mITICO • 20 AMP DEDICATED LAUNDRY CIRWIT. • OFI • R-AID (NOT ON IGTCWEN CIRCUIT) NR • ow"O'I DIeCOMECT TO BE LOCKOUT N I-ANL • SATHROa1 EKIWMT PAN TO HAVE MN. CAPACITY OF 50 C M NMWIM78W PER ELECTRICAL PRONSICNS OF PEK7R aTH EDmCN r2 l SCCTION MEOT9 • CALORY IROOI'1 �PfACLE SNOLL GIROUID FAULT CIRLLI IQ PR0IECTION FOR N mmoRL•TER RSOMEL ON PEEDW WI METHOD SHALL CABLE PEA • ELECT 0 IF R M&INMETALLIC iL[CTIUCAY. PRONSIaM OP PEKae aTu Ee rxrRJ ELECTRICAL • ALL UDRC TO COMPLY WITH ELECTRICAL PROVISIaJS a TIE Peae and m r2em>. • LHL at ItlYTNa MAT Y EN!<SY ER:IGI�IT TYPE PER PEG eNltlY fa71EfRVdTiO1 [IfeDWTIdL NR7K L------------------------- SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-0' ---------- \\ I L L I I I I-4• 2-S• I-4: I LED LIGHTING @ DOUBLE LAV. BATH 3 I I I � I I _ I I L I I I I 9 I I M I I I I L I I m I LED LIGHTING Ca? DOUBLE LAV. OLLNEWO BATH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www,abdeWgngroup.eom AA 0: 0003328 s6 w sf C a sumoxv. all LOT ABBOTT PARK LOT #35 BLK #8 Pl�OJ�T 04181C00 -35083 moaslu 4EHB "2605- HAYDENT" GAItAaa DWING: LEFT PAOIC: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C FIRST FLOOR PLUMBING PLAN SCALE, 1/4 • P-0' L------------------------J SECOND FLOOR PLUMBING PLAN SCALE, 1/4 • P-O' MAIN PLUMBING RISER L441 N. RONALD REAGAN 8L LONGWOOD, FL 32780 PH:407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA 8: 0003325 A u 5 Q 3 BUIDD:v an LOT: ABBOTT PARK LOT #35 BLK #8 PROJECT 04181.00t 35083 MODEIa 4EHB "2605—HAYDEN" GARAGE 8WWO: LEFT PAGE: PLUMBING PLANS 160 MPH DR C L AR NO 90723 A DA�l'E. 11/26/19 BCA=: 1/4"=1'-0" skim= P1 HVAC NOTES L ALL MNECHANICAL EGILIPMEM7 IMJ. ETE PROVIDED W N PROPER CLEARANCE, POR SERVrJft PER MFIL REOWNCERM 2. ALL DUCT SYSTEMS EMTALLED N NON-iCoDITIOI'!D AREAO ftj&L BE C"TRIICTED OF A VALIW OF NO LEES THEN It-S RATNG. ALL SEATS SHALL ®E SEALED WTH GLASS PAD N MASTIC- AND WTALLED AS FM FM 6T14 EDITION (301v MEG4AIN AL 111111066 CODE SECTION "M 3 ALL PLEX DUCTS SHALL M APPROVED UL W CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR NTAI M, SMAJIMEEE LOCATED CLOSER THAN W PT. PROM ANY 00INNY OR VENT OUTLET. OR SASTAlY IlIIOR VENT OUTLET L ALL EXHAUST AND OUTSD! AIR NLET DUCTM 11MLL of CONSTRUCTED OF SMOOTH GALV, METAL. OR OTHM MATERIALS AS PER POC STH EDITION (2011) MlGWW-AL CODE SECTION S03 6. ENCLOSED SUPPORT PLATFORIMS SHALL 0111 CONSTIEICTED N ACGOMANCE TO I'= STH EDITION (2d1n) T'EGHANICAL CODE S03J 1. OATWM*a E CCNTANIM OATMA SCUM, SPAS AND W ILAR OATWM PDMATM SHALL OE M=WNIICALLY VETTED N ACCORDANCE NM POC STH EDITION (=011) MECHANICAL CODE I ICTION 40L w ALL EXHAUIW OATH ROOMIM SHiNLL HAVE INDEN-CUT DOORS MR MWC 4P AIR TO OE INETIANNED, TO EGWAL AIR EXHAJISTED. a ALL MM RATED CELNW AND WALLS MALL HAVE AN APPROVED FM OR nIs/II last DA'Ns M LOCATED AT CELM OR WALL PENETRATION AND WE SLEEVED WITH ACCESS DOOTM TO RESET DAIPWIL ALL DA 19 M ON" 0E 10TALLED TO I"I tt 11111100 DATiQM AND POC STH EDITION (7011I) M CHANICAL CODE GEWM 501. W GRILLES AND DIFIIAIEIM SHALL Ot FI140VOW WITH OA,ANCM DA IM M. L DRTEI! 0006TM TO OE A FANTEGN DWP 010=11R PAN OR EOUA.. PANIM04 DE! NO DRYER DOOSTER CAPACITY SO LINEAR PEST WITH MAX. SIX ELOOWL SECURE STRAP TO cow- CONDEAIR SUPPLY W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WO ROLL STRAP OR EQUAL 4 AIR HANDLER SECURE STRAP TO UNIT W/ (2) EVAP. TRAY 4' CONCRETE SLAB NSXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT PLATFORM CONNECTION TO PAD — NOTE- MAIN COND. DRAIN 3/4' DIAL OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FOR WALL BRONZE FL. PL. BRASS PLUG -�--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TY�PN.) ATTIC LEGEND ® SUPPLY AIR OMIIISER MT%M AIR GRILL ® SIDE-BIALL OR 1 WAY Dmam SOLD LbE- SUPPLY TRUNK Boom LINE. Fal IN TRUNK 1 6ALAIICINO DAMPER OR OW 0 CEILNIN MOLT PAN CEILM EXHADT PAN N LOW O✓A OUTSIDE AN It THIIWIMAT m PASS-THM AM! GRILL ALLEHVAC TO HAVE PROPER PANS W/ DRAMS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFIlb"RANT LINES EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB p REFRICsERANT LORAN LININES TO RETURN CONDENSING WIT TRAP E AND TERMINATE IN AN APROVED DRAM, AS PER FOCR 6TH EDITION (2011) MECHANICAL BLDG CODE SECTION 3012A HVAC DRAINS COWTERBUNK C.O. PLUG FIN. CsRADE OR PAVNG r--441'L-ECA I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN —OUT (TY NTO LJVI,�VG OUM I I DI�TjNG a' siA R uM FROM A60vEl BEDROOM #2 Ir JI 1 ---®I I—�I�h+I,II��II — X3 — — — — — — — 14X6 PASS BATH #2 THRU 12Xi2 I I I I C a� ---------------__--------- 50 r I " C iiX\ KITCHEN WH 1 I PAN. 12XS a. 9/A FROM ABOVE III �\9X9 I IJ, FOYER FLEX III III III GARAGE FIRST FLOOR MECHANICAL PLAN ALE, 1/4 " I'-0' PORCH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744NIS FAX 407-7744078 www.abdoeigngmup.com AA N: 0003325 J ��Q�QQ.373737 �F Y JWill, 5 a Q111i sUBDIV. & EAT. ABBOTT PARK LOT #35 BLK #8 PROJECT* 04181.000-35083 MODELS 4EHB "2605-HAYDEN" OARAOE SIMMO: LEFT PAQ Z: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C DATE: 11/26 19 BCAXJC: 1/4"=1'-O" SIENIE&"P M1 i L------------i HVAC PLAN SECOND FLOOR BGALE, 1/4 . P-V 1441 N. RONALD REAGAN BLVD LONGWOODL,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA i�: 0003325 otmDly ac LOT: ABBOTT PARK LOT #35 BLK #8 PROJECT 04181.00t 35083 x0asr.: 4EHB "2605- HAYDEN" GARAGE EIMNG: LEFT PAGE: SECOND FLOOR MECHANICAL LPLAN 160 MPH EXP. JC PER Fr�..1' 2X4 TOP PLATE FL 7r PRE-FAB TRUSS IQ' CLG. BOARD J 1/2' DRYWALL SECURE BT. 2X4 WOOD PLATE TO SLAD STUDS e24' W/ Val MASONRY or_ NAIL S 32' O.C. MAX SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN V O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. FLR T ' S (2)TYP. INT. WALL (NON—BRG.) �1 SCALE. 3/4'.1'-C' FIBERGLASS SHINGLES OVER B0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWD.1.1 ON l' O.S.IS. SHEATHNG OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE- MTL. TR JSS J MTL. DRIP EDGE 2x FASCIA PER I -m' ELEVATIONS TYP. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND—J-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ ¢/S' GYPSUM Bf OR 1/2' HrjW STRENGTH CLG. BOARD SEE ENERGsy CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-41 INSULATION — WINDOW ATTACHMENT AS PER MANFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. PURRING — STRIPS • 24' O.G. 8' cm — 1/2* GYP. WL. BD. - WOOD BASE — CAax.vo ImAI. 0 NO SLEEVE. LM DO NOT CUT (' iws eLai rower Lr� ay BOND BEAM NOT CUT N' en•. SL eo. SOLID GROUT THE BOPD �qCD ErS Ilv (I). % BEAM (2)COURSE - RCBARS PIPE THROUGH BOND BEAM \pvSCALE. 3/4'.1'-O' 26 GAS LINE THRU BLOCK D W.4m vr. e FIBERGLASS SHINGLES OVER r30 FELT PAPER OR - FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER 030 FELT PAPER INSTALLED PER SECTION OR SYNTHETIC R805.0 ON J' O.S.6. PRODUCT, INSTALLED SHEATHING OR;' CDX PER SECTION R808.1.1 PLYWOOD SECURED PER ON O.SJ5. SHEATHNG FASTENER SCHEDULE ORCox PLYWOOD SECURED PER FASTENER SCHEDULE TYP. —REFERENCE MTL. DRIP EDGE OH. STRUCTURAL 2x FASCIA PER ELEVATIONS PRE-ENG TRUSS VENTED SOFFIT MTL. DRIP EDGE PRE-ENGs GABLE TRUSS 2x FASCIA PER WEEP SCREED ELEVATIONS 2x P.T. SECURED PER VENTED SOFFIT STRUCTURAL DETAILS 14' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY — 0'-0' FIN. FLR a . d .. ,a 9 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION TIM.1.1 - FOR ROOF SLPES 2:5 1—STORY HIP BLOCK WALL (2)LAAYERIUNDERLAYMENT SYSTEM 1 SCALE. 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 Vr TWM 2 COAT - PORTLMO CB'IBTr PLAWISR A-PLBD pollomY TO MASONRY 0m GALV. STBA pp vaRTlrx TRACK By MAIr. PASTIBD TO TRACK BRACKETS uv PROplDT APPROVAL REO. s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' uD ® TO PILL I' mm a OAt RVS rr Roo R STRIP IS ALL 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rl0SU.1 ON j' O.SUS. STIFFSACK AT ALL UPRIGHTS SHEATHING OR k CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I._,. FASTENER SCHEDULE _.PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE oN. 2 PER ELEVATION x FASCIA PER ELEVATIONS CONT. 2x RAT RAT SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENER3Y CODE FORMS FOR INSULATION R-VALUES PRE-ENG, GABLE TF1J68 PER ELEVATION WEEP SCREED If 1518' GYPSUM \ HIGH STRENGTH BOARD 2x P.T. SECURED PER 8TIBICTURAL DETAILS R-4.1 INSULATION - El 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER H, Ell PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE STRUCTURAL Ix2 P.T. ►� / STRIPS 24' O.G. 9El FY 1/2' GYP. WL. BD. cm BASE 0'-0' FIN. FLR a . B• crlu a 4 n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING (6)1—STORY GABLE BLOCK WALL VSCALE: 3/4'.1'-C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-77"078 FAK 407-774-4078 www.abdesigngroup.com AA S: 0003325 a y 50. 111111113 aUND:v at LOT: ABBOTT PARK LOT #35 BLK #8 PROJECT# 04181.000-35083 MODEIr 4EHB "2605— HAYDEN" GARAGE alliNO: LEFT PAGE: DETAILS 160 MPH EXP. C fof's jL A NO DIUNT AT31h. 11/28/19 aCALE: 1/4"=1'-0" atiEET D1 FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.0 ON J' O.S.B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRIA ---- 24' Or— MAX. METAL DRIP EDGE- 2x FASCIA PERK ELEVATIONS VENTED SOFFIT REFERENCE —/ STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP SEE STRUCTURAL DO FIRE -STOP 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT. INSTALLED PER SECTION RWD.0 ON &' 0.60. SHEATHING OR }' Cox PLYWOOD SECURED PER FASTENER SCHEDULE Ep R PRE-ENG WD.TRLSS— 'LEVATICN 24' OZ. MAX. METAL DRIP EDGE GATT INSULATION REFER TO ENERGY CALCS FOR VALUES 2x FASCIA PER—/ S/S' GYPSUM BOARD ELEVATIONS OR 1/2' HIGH STRENGTH CLG. BOARD VENTED—/ IX2 FIRE -STOP SOFFIT / J -R-4.1 INSUL. REFERENCE STRUCTURAL W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 3/4' T 4 G SUISLOOR E GLUED AND NAILED 1/2' THICK2 COAT T Q A8 PER NAILING PORTLAND CEMENT > m SCHEDULE PLASTER APPLIED w 'a DIRECTLY TO R MASONRY LEVATION IX2 FIRE -STOP SEE STRUCTURAL R LEVATION S/S' GYPSUM BOARD 1/2' HIGH STRENGTH CLG. BOARD ER _ jOR _ _ LEVATION IX2 FIRE -STOP R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 8' CMU 1/2' GYP. ILL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP OR w W E 1 BATT INSULATION REFER TO ENEWoY CALCS FOR VALUES S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP R-4.1 INBUL. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AB PER NAILING SCHEDULE R LEVATION LEV TION 'S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPE • 24' O.C. 8' cm 1/2' GYP. WL. BD. WOOD BASE a. v_ EOWE L L W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'•i'•0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdoWpgroup.com AA 4': 0003325 Y Y 1113 svHaiv. 416 LOT ABBOTT PARK LOT #35 BLK #8 1PROJZCTI/ 04 81.000-35083 MODZIU 4EHB "2605—HAYDEN" GAPt"Z SWUM: LEFT PAGE: DETAILS 160 MPH EXP. C DAMrpmarr 11/2- -- SCAra:1/4"=1'-0" Is*vczT D2 ro 4' IMDECVNW MIK Y RlCM FLOOR TO ®1 \1 !/ Im 2X6 GARAGE DOOR DUCK IW (5) IS x7�A-DOLT* 4'EFIDEDFEW MIK 1.2X6 Pr mom • Comm OF R DOOR HLADER WKU)I' W J-DOLT* 4' EMDCDMENT LW 2W W WASHER AND NIT. ® L,n..w. I a I'~AGTU E" MTALLATION MTit1CTIOW W14 M SUCN MTM=IOW ARE M W *TPLNM r GARAGE DOOR 1 BUCK ATTACHMENT 4exa vr— S• CMU DRYWALL I'XW OR I'X2' P.T. NAILER Ix4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 EXTEND I44 INTO BLOCK ❑TIV V TAIPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE JIM MIN. EMBEDMENT IY4 WITHIN 8. OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +5/4 A II TO BLACK +3 4 OR +S 4 E, N T . 2X4,v SECURE TO DLCCK W/ Nr' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN S• OF EACH END 4 10' O.C. MAX SPACING. 2Xb:m SECURE TO BLOCK W/J-%' TAPGONS(MK SHANK SIZE .145 MIN. 14EAD SIZE 3CC MIN. EMBEDMENT I V) WITHIN 8' OP EACH END 4 8. CMU 18' O.G. MAX SPACING V DRYWALL 2X8,m ❑ I'X4' OR i'X2' P.T. NAILER SECURE BLOCK W/2-)w OCASING (MIN. SHANK SIZE .145 EporA'CW MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4') TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUME, JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2• @ W MD00 TO BLACK +1-! " E, N.T . 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14') WITHIN 8' OF EACH END 4 WS• O.C. MAX SPACING. NOTE: STRUCTURAL 2X 2Xbm MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO DLOCK W/2-%' NON-STRUCTURAL rV TAPCONS TAPCON MIN. I Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 D, CMU MIN. EMBEDMENT 1 Y49 DRYWALL WITHIN W OF EACH END 4 IB' O.C. MAX SPACING X4' OR I'X2' P.T. NAILER 2X&m ❑ SECURE TO BLOCK W/2-Vo' 7y' OJ3JB X 4' MIN. (MIR SW S (MIN. SWANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WNDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAIL& IS• O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +i-166// %i 11IRDoe TO BLOCK +1-10/181# SCALE, N T.S. 2X4,m SECURE TO BLOCK W/ 11(4, TAPCONS (MIN. SHANK SIZE J45 MN. HEAD SIZE J00 MIN. EMBEDMENT I Y4) WITHIN B' OF EACH END 4 NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-1w NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 6' CMU WITHIN W OF EACH END 4 K• DRYWALL 19' O.G. MAX SPACING 1'X4. OR I•X2' P.T. NAILER 2X8:m SECURE BLOCK W/2-W6' CASING MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MN EMBEDMENT 1 Y4') TTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4 ) DOOR JAMB TO BOK +2 WNDOML+21D AK !} SC E: N.T . 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE 10 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH NON-STRUCTURAL %' SECURE TO BLOCK W/2-j6'TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT 1 Y49 X' DRYWALL WITHIN 8' OF EACH END 4 OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. ❑ 2X8� �.X4' SECURE TO BLOCK W/2-%- TAFCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE J00 MIN. EMBEDMENT 1 Y49 DOOR JAMS OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER 18. O.G. MAX SPACING MANUFACTURES DETAILS. DOOR JAI® TO BLACK +3" %i WMI)ON TO BLACK +3" ''' SCALE: N.TU3. 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT i V) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-FW6' NON-STRUCTURAL 11(r' TAPCONS(MN. SHANK SIZE TAPCON MIN. IY4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE J00 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8• CMU JS' DRYWALL 18' O.0 MAX SPACING 2X8.�m a 2' I'X4' OR I'XP.T. NAILER SECURE TO BLOCK IW2-%' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER 145 W,12)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4) --DOOR CASING WITHN 8' OF EACH END 4 DOOR JAMB OR WINDOW b' O.G. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUME, JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3• F +" E, N.T . 2X4= SECURE TO BLOCK WIN♦' TAPCONS(MIR SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 W O.C. MAX 8PACING. SECURED THROUGH 2X6,4444 NON-STRUCTURAL V SECURE TO BLOCK WA-V4' TAPCON MIN. I-& TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK H•5 MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT 1 Y♦') Y)' DRYWALL WITHIN 8' OF EACH END 4 18. O.G. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2xs: ❑ SECURE TO BLOCK WA-1/4' Y&' O.S$. X 4' MIN. TAPCONS (MIN. SHANK 81ZE J49 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. "p,4 MI Y MIDp M HW� W� fp01tl1 oe�DA') DOOR JAMB TO BLACK +3-4/18" G WUMV TO BLOCK +3-7 18• E, N.T . 2X4= SECURE TO BLOCK WN4' TAPC40NS (MIN. SHANK SIZE J45 MIN. HEAD SIZE "0 MIN. EMBEDMENT I Y49 WITHIN D' OF EACH END 1 NOTE; STRUCTURAL 2X W3' O.C. MAX SPACNG. MUST BE ON OUTSIDE 4 2X6,I4o SECURED THROUGH SECURE TO BLOCK W/I-V4' NON-STRUCTURAL V TAFK:ONS TAPCON MIL 144 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' CMU WITHIN W OF EACH END 4' DRYWALL 18' O.C. MAX SPACING. I'XW OR I')2' P.T. NAILER 2XS4m SECURE TO BLOCK WA 1/4' P.T. X W MN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4') DOOR JAMS OR WINDOW WITHIN 8' OF EACH END t TTAC 4 TO 2X PER IB' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3 MY WINDOW LACK + 3/4 " H V-VaCALff, N.T.S. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32780 PH: 407-7748078 FAX: 407-7744078 www.abdoWgngrouµcom AA S: OD03325 ii 3 J a 3 OUNDIV. & LOT: ABBOTT PARK LOT #35 BLK #8 PROJECT# 04181.000-35083 MODEL4 4EHB "2605— HAYDEN" GARAGE 9WMG: LEFT PAGE: DETAILS 160 MPH EXP. C r * 11/26/19AIL= 1/4"=1'-O" RINT EET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2036 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL70D6A IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 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 W W W.FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-774-078 FAX 407-774-4078 www.abdosigntroup.com AA M: 0003325 9S � vi h i3 g6 J 91 iLi aUBD1V ac LoT: ABBOTT PARK LOT ##35 BLK ##8 PROJ=T�r 0418 .000-35083 MODEL.: 4EHB "2605- HAYDEN" OARAOE HYING: LEFT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C D � 11/26/19 acAz E: 1/4"=V-0" aHZNT D4 OL )roLo Nuwo . rt. A ®bLD OLFOLD. - rt.A 1 CRMI/E . Pr. a x CREASE . rt.0 OL FOLD NaOO . R. A 1 Q�AM.R.• w ® LI'OLD NIWIO.R.A 1 ORTAM • W. R7a 1 OIIB . PT. C a F"rt.0 ONR rt. a TLL R.O T OE* BOTTOM R.OaE �E=offcNlc I,, wTR nSNT MAL. P". 22 mm off. Y THM ! COAT C me PLASTER OR.M; VP J COAT cmlw PLASM (ON) Wm LAYER 9, POPT191NER OWLON3 PAPER (pRMMS OLY) WO LAYER,. aTX= ~ORIM O/lY) wu R.AINNS L-W RJMMS ME ® KICKOUT DETAIL WATER TWff MIL nwo on — SOLowQQAZAW "'ALL.D� OMQ AIO� . N1aRMCIKNS WOOD SHEATHING OR CMU WRS 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 UM 4 TAPE OVER ROOFALIALL ESCFREEQ S'XS' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING E (NAIL TO ROOF DECK, NOT WALL SHEATHING) GAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) UWR5 LAYER 02 (FORTIFI5ER------- BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-84-1-09, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 4 S BUBDM & ZA ABBOTT PARK LOT #35 BLK #8 PROJzcT# 04181.000-35083 MODRL: 4EHB "2605-HAYDEN" GARAGE 9WD9G: LEFT PAGR: WALL ASSEMBLY DETAILS 160 MPH EXP. C '2� umol DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'MICC FLASH' r--- PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: I'T.S. ELEC. METEI VERIFY LC fiR=fi i V IC=ti=I V= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HO USEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMISRANI ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 Mi GRADE 'D, FELT-PROVI SEALANT Al JOINTS AND INTERSEGTIC WRB LAYER' STUCCO WRAF OUT 'X' INTO SELF -ADHERING MEMBRANE FLASHNG APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WAS LAYER h STEP *1 APPLY 6m MIN - GRADE 'D' FELT OVER SELF-ADHERNG FLASHING OVER APROVED HOUSEWRAP STEP *3 STEP #2 11 WRB LAYER h, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING UM LAYER 02, FORTIFIBER BUILDING PAPER STEP *4 ELASTOMERIC &COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *S STEP *(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744079 wwwAbd"gngroup.com AA 8: 0003325 Y 5 aysDly am ABBOTT PARK LOT #35 BLK #8 PROJECT# 04181.000-35083 MODEIA 4EHB "2605- HAYDEN" GARAGIC STrING: LEFT PASS: WALL ASSEMBLY DETAILS 160 MPH EXP. C II D TM 11/26/19 CALR: 1/4"=1'-0" I'IaaT WA2 MOR DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - k 2 1/2' k CORNER BEAD (FASTENER 4 SPACINCs 0 '1' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD C� BLOCK 1441 N. RDNALD REAGAN BLVD LONGWDOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 a L I $ Y � S o esQ esQ k0IZE BUDDIV as LoT ABBOTT PARK LOT ##35 BLK ##8 PROJBCT* 04181.000-35083 MODsirl 4EHB "2605- HAYDEN" DAiewOa 9WD90: LEFT PADa: WALL ASSEMBLY DETAILS 160 MPH EXP. C BE�YOIC�TIiuCTION WOOD Sw"Twm ISAI RIRl �SiSTIVE ` ltllR IPIESISTIVESAF SIDING / i \ PLC � uw•R.ASFM16 RSA 6 \ �7 DER IPEW6TIVE WMATHM STARTER STRIP R M6ISTIVE I I \ � �/ W SELF-ADIIIMNG N.AGWM \ GALV•D METAL GALVV FETAL � ' ' ' I •r R-Aamm WFLASOM OR Lum TOMrcR+011e OEAQ` I \ y / ulr3OxDS4 mom I \� Al CLAP aWCALL)CM OR APP"OVID SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-CS, MIN. 2S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (U1R5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744018 www.abdosigngroup.com AA S: 0003325 4 I 4n w 40 8UBDM ae LOT ABBOTT PARK LOT #35 BLK #8 rnon CT* 04181.000-35083 moDalu 4EHB "2605-HAYDEN" OAP-%GZ 9WD9Q: LEFT PAOE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHnicn A. FIVRINT DATIM 11/26/19 8CALM. 1/4"=i'-0•• w*mX 1' WA4 of / / \ 1/8, TEXTURED FNISN • WOOD, -------- ---- ------------- ----- ------+- -----� \ FINISH H o CMUD - - - - 2x6 SUB-BANb W/I'x4' NOTCH METAL LATH --------- - --- - --------- —------- --- ! END, WRAPPED IN / METAL FASCIA WRAP C0SHEATHNG PEEL 4 STICK DRIP EDGE P STTUCcO u)RRAP(FmAmm oHLY) I I\\ UM LAYER 02, FORTIFISER F--- --------------------------- ---- ---------- I CUILDNG PAPER i/8' TEXTURED i \ - ------ (FRAME ONLY) FINISH a WOOD I \\ 2X6 Sus BAND T 1/2' TEXTURED FINISH a CMU j fff \ DRIP EDGE \\ i! METAL FASCIA \\ METAL IOCK OUT \ I WRAP Ye FROM ©PLAN B \ I I STUCCO, I' FROM \---\----------------------- --- ; Ia WOOD WALL \\\ `\ a EXTERIOR WALL \ (FRAME OR CMU) \\ �\ NOTE: NOTCH FOR 2X(p \\ SUB BAND ONLY N ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) �1/6' TEXTURED FINISH /WOOD, 1/2' TEXTURED FINISH s CMU / 2,6 SUB -BAND W/I'x4' NOTCH +� END, WRAPPED IN PEEL 4 STICK ®E L VAIt ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©PLAN A PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/IJ 'x4' NOTCH o END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL SUB BAND DETAIL 0 WALL W/KICK-OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y.; ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,807E FAX 407-774407E www.abdeWgngroup.com AA N: 0003325 Y 5 IA UMIV. ac LOT.BBOTT PARK LOT #35 BLK #8 04181.000-35083 MODEla 4EHB "2605-HAYDEN" GARA0Z STaNG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C TE-1 7 81-0" 3'-6" 28,-2" m TOP OF SLAB I m rw- 4" CONC. w I- 3 SLAB p 1.7 o0 a ir ---------) r-4 ---i; ---1— —FM•16x18 I 1 i i 1.1 4. PVC CHASE lar�e �1 4 `p I I N IQ iD 1 LL II TOP OF SLAB 4 171 J Lu ii L]O I I wq 11'-10" 1 I 7'-5" 20'-5" = i. LL� I� CW-12x12 z �J 1 1.7 o F-2 x24 CWC-12xt2 �ii x — — N II(_n N — '4 — ---- 4 yU g O 13: g. iv UP TO 2ND FLOOR 1 C (FIELDVERIFY EXACT LOCATION) 8 5 1.1 94' 2-8" 9-0"1 s y 9-3" 9-5" 0 I N ' #3 TRANSFER (� N 'GEEL 24'O.C?MAX 2 Ip . 1 110 FIN. CONC. SLAB Ig ao1 I I ro_-- — FM_16x18 — J I 4 4 �1 mom IA — — FM-16x18 — — _ — �a I FM-12x18 v FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +.0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU. SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE'M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 681 EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS .15 WIAXW1.4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS I BOTTOMREINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 196 (2) #6s (+)0'-0" FM-18x18 18" CONTINUOUS I&, - s FM-20x18 20" CONTINUOUS IV, - s FMC-16x18 16" CONTINUOUS IT --7m., - VARIES CW-12x12 12" SEE PLAN 12" -72Ms - + "-0" CWC-12x12 12" SEE PLAN 12" - s VARIES F-24x24 24" 24" 17'72M s s TEA V. SEE PLAN 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 A L 5 a WM aysa:v. ag LOT ABBOTT PARK LOT #35 BLK #8 PROJMCT 04181.00 35 83 Moa11:1:A 4EHB "2605—HAYDEN" OAR"M STIMO: LEFT PAO>C: FOUNDATION PLAN %160 MPH EXP. C op 19 F-PRINTDATE: 11/28/19 SCALIC: 1/4"=1'-0" s: sl 39 MIN. EACH WAY MONOLITHIC FOOTING ++ Z STEEL REINFORCING IN GROUTED `� STEEL REINFORCING IN GROUTED °• d d CELL SEE PLAN FOR SIZE AND d CL p CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS CL SPACING REQUIREMENTS C. m W N _• ..j '. ° r—..- ...(((.._.....__matt . GARAGE DOOR J ." .. RECESS ao 3� � < .� >,. I v —FMB. i 8"CMU WALL O N 8" CMU WALL I CORNER BARS, SAME SIZE AS BAR I ° I�F w w 9" Z e 1 /,�� IN FOUNDATION WITH 30" LEG EACH W = TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS III' of THE STEEL REINF. IS CONTINUOUS SO THAT N t0i1 TOP OF SLAB • I MATCH AMOUNT OF CONTINUOUS BARS • °) CURB FOR ° ° EXT. PORCH SLAB W/ 112" ISOLATION •# SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) ( ) IY3 1B EXT. PORCH SLAB +i—"y--"-�- - VAR' S SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (1 STORY) Il If '"v. CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE %ip, MASONRY UNITS SET AT ELEV: 6" CHAMFER (2-STORY) 24" W/ i/Z' ISOLATION a a (2-STORY)CHAMFER V-0" APPLICAB E)JOIE Z SEE SCHEDULE' #5 30" JOINT (WHERE APPLICABLE) •' i EE SCHEDULE Z 4 WHEN TRANSITIONS ARE F FOUNDATIONS E MADE FROM FOUNDA ONS HAVING FOR WxD, BAR SIZE 06 36 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 GARAGE CORNER BARS DETAIL �4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE ❑a PLANS FOR SPACING. SINGE > ti NEW REINF. BAR BTM, PLATE TO BE PT. O IL SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED a g EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PfPE 8", UNO NAIL i6" O/C STAGGERED. WIFLANGE BASE 6 c FOLLOW ALL MANF. ADDITIONAL METAL 0 Q I SPECIFICATIONS FOR USE AND CONNECTORS NOT REQUIRED WHEN NO R H m PREPARATION OF M UPLIFT IS PRESENT. HOLE. W Z = R SEE SLAB SCHEDULE SECURE FLANGE TO W Q SLAB W/(4)1/4"X 21/4" m g O +-0'-0" TAPCONS LT QQ' TOP OF SLAB ` Q '^a;`,,. 4"CHAMFER (1-STORY) °' • ,=° ,ram° . 6" CHAMFER (2-STORY) e 0 a. ° EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION SCALE: 3/4"=1'-0" (NO UPLIFT) 5 — 6 scaE:3a"=,'-o° SCALE:3l4"=1'-0 LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL Wl SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT, PLATE TO SLAB W/10d MASONRY NAIL SPACING REQUIREMENTS 16" O/C STAGGERED. ADDITIONAL METAL U CONNECTORS NOT (L REQUIRED WHEN NO 0-' Z 8" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.)0'-0"8" CMU FILLED CELL (TYP.) O TOP OF SLAB ° - TOP OF SEE SLAB SCHEDULE 2X WALL FRAMINGU'1/2" SLAB -eMINIMUEMBEDMENT DIA USP 7250SO BOLTS 5" INTO IGROUTEMDCELL, 4" FROM ENDS AND EXT. PORCH SLAB `SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) Z L6POF 46 BAR DIA> in OU16" W/ 1/2" ISOLATION IT' CHAMFER (2-STORY)24 18" O.C. VERTICALLY MAX JOINT (WHERE 7 ! APPLICABLE) i_ MATCH STEEL PBARSIZE 30" SCHEDULE 6" PVC CHASE REINFORCEMENT36"SEE PER SCHEDULE 6" PVC CHASE THRU FOOTING OR WXD, BAR SIZE THRU FOOTING 42" AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO FOR WxD, BAR SIZE AND BARQUANTITY PVC CHASE PER SCHEDULE (NO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING 2 SCALE: 3l4"=V-0" SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdostgngroup.com L AA #: 0003325 W 4 � f S J W�U >sLTBDIV. 69 LOT: ABBOTT PARK LOT #35 BLK #8 PROJECT 04181.000-35083 1LODELI 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ROLAW A ABOUCHAM L AR NO 93723 J DA=: 11/z6/19 scALE: 1/4"=P-O" 8*1r.w S1.1A FIRST FLOOR DOWEL PLAN SCALE: 114" = V-0" 1,"i N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-77"078 FA%: 407-7744078 www.abdosigngmp.com L AA N: 0003325 B! 4 $ Y Ra avaaly" ae LioT ABBOTT PARK LOT #35 BLK #8 PROJa2CT�r 04181.000-35083 MODEL" 4EHB "2605- HAYDEN" GARAGE OWING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C PRINT awTE: 11/26/19 ECALE: 1/4r it-0" aiIEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM i a< i ea. f PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION TIE- /ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK ��`` BAR SIZE 48 BAR DIA. Z W #3 18" C� #5 30" #8 38" #7 42" HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0' OW U NEW REINF. BAR a. y SECURED W/ 2- PART (L I EPDXY. MIN, EMBED 8", UNO FOLLOW ALL MANF. N I SPECIFICATIONS FOR _ USE AND PREPARATION OF Z HOLE. W a G STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" A Z OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA. #3 1 B" METHOD #4 24" HORIZONTAL/VERTICAL #5 �" �,� REINFORCING � �" L SCALE: 3/4"=V-a' #5 BARS .o ;I , EE 1 6 E 4 F 4 k 1-0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7748078 FAX- 407-774-4078 www.abdosigngmup.com AA N: 0003325 • ` Y y ppp 4 �o i ABBOTT PARK LOT #35 BLK #8 P1tOJE 04181.00CT1- 35083 MODICIA 4EHB "2605— HAYDEN" GARAGE 8rax0: LEFT PAOE: DETAILS 160 MPH EXP. C =j:. - ;., DA 1'/28/19 aCA=: 1/4"=V-0" 811MET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). B. 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 @ 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 2E REMARK DE8C81RIF'T6ON CQ (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = 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) WxH. REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS timmm-6Mp I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH an 3'4r (42') PRECAST 2231 4Xr (419 PRAT Im r4' (64-) PRECAST 1699 94' (84) PRECAST 1217 B-10- (M PRECAST 1002 R8 06') PRECAST ON r4P (90') PRECAST 743 V4' (112') PRECAST 884 10!' (12r) PRECAST .475 11.4' (13n PRECAST 302 170 (144') PRECAST 337 I" (16n PRECAST 298 1r4Y (1657 PRECAST m Ira' (17S') PRESTRESSED N.R. 194' (184') PRESTRESSED N.R. 1rW On PREFIRESIED NA 19`4' Mn PPEFIRSIMED NA 21'4' On PRESTRESSED N.R. 274P P41 PPESTFESSED N.R. W.r (2667 PRESi omm0000. o��ommm v®00000 o©®®mmm s�m000lov mO�Q!�Om s�o©000v ssa®s.»0000 s�a�ovos�v �m00000 omm0000 oomo©oo o©mmo©v 0©m0�®0 oomomov a�a�moolvo ©Om0��0 se�s�aomoa�o avaysvav©Da0 MMMM0m0"m os�sasys©sasv o©0000sv ��OmO©0 osas©s©s©s©© 0��0®00 sas�svoasvo 0MEM00""0 DO©av©©© N.R 114 1 34 114D /M 4M ttl# L212 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'BAFE ROAD TABLES' BY CASTCRETE MAY 201E EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS CRETE" SAFE LOAD TABL SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 74P (42') PRECAST 102E 1024 151111111 4'4r (4n PRECAST 766 783 1300 4'd (84-) PRECAST 892 6W 1073 84' (84-) PRECAST 411 411 745 V-19- (70') PRECAST 340 330 616 &41' (7r) PRECAST 607 721 400 T4' (YS') PRECAST 424 S84 363 VW (112') PRECAST 326 512 230 10-4' (12r) PRECAST 264 401 180 W-C (13r) PRECAST 28D 462 154 1747 (1441 PRECAST 244 402 137 13'4' (160`7 PRECAST 217 324 110 14'0 (168') PRECAST 206 213 100 14%S' (1T6') PRESTRESSED N.R. 204 91 W-C (184') PRISSTRESM N.R. 259 83 1T4' (20r) PROITRISNED N.R. 194 64 19-0 (292) PREMRIESSED NA 148 82 21'4` (2 r PRES RE88ED NJL 128 42 2747 W) PRWTRESSED N.R. 116 40 2V-V Mn P N.R. 91 a SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS AMN6M961 I SAFE LOAD - POUNDS PER LINEAR FOOT ��m0000mo �ma�a�momo moomooc� moa�oo®o �D�D�mO s.�ms�r. ©o■�s OMEN= 1=1 K:ra m=om:r 00=0=200onmomm © EMS 00000 �oo�!�a�aoi c�rs�.r+�r!�Is1^-tea+ SEEM 0REM79 cr!sercr_ aE3w aa== o��r_!s�aaaLr!a�� o©ompo= ��!=-1 s�a�Is�cnQlcr�, EME aC7"a (#) 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 M94INI M 4' OF BEARING PAST EACH SIDE OF WWWOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTECRETE DIVISION ACCEPTANCE #: 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwAbdeslgngroupcom AA #: 000332E a Y 4 BtMDM a LOT ABBOTT PARK LOT #35 BLK #8 PROJECT 04181.00t 35083 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C RDIT 'I DATM 11/26/19 aCAL C: 1/4"=1'-O" aMEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR Wl 10" HOOK #5 BAR IN BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" /—#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS D AT CORNER STEP SCALE: 3X'=l'-0" ��16-1 T/ 1 NOMINAL— HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM AND XFXX- 1T/0M/0B INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST a31W WINDOW SILL SLOPE NOTES TO THE INSPECTOR/CONTRACTOR I. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8X8 BOND BEAM W/ (1) #5 BAR GROUT SOLID FROM — # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND BEAM COURSE BEAM # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW �1 SILL CONSTRUCTION SCALE: 1 1/2"=1'-0" 8X8 PRE -CAST CONCRETE — LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF OPENING - 2" OR 8X8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS ON. BE �tlk'i BOND BEAM � 8 i#5 TYP. 8"X16° 6 BOND BEAM — .,•'; 8X16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE TOP OF* BOND BEAM OF T P OPENING SEE NOTE 5 MASONRY 2 BEAM DESIGNATION SCALE: 3/4"=l'-0" d..410 SINGLE #5 CORNER I BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF S. FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM WOMSEM N FAB EMERVACNB d. -2' MIN, 2 }" MAX 1..= 2 }• MIN, 9' MAX & =1 }• MIN, 2 }' MAX e.=}° MIN, 2}" MAX d. =2' MIN, 2 }' MAX 8. - 2 ?'MIN, V MAX j2)2d R=1}J'MIN, 2}' e. = }• MIN, 2 }' MAX d. -2'MIN, 2 }• MAX s.=2}'MIN, B"MAX al & =1 }'MIN, 2 }' MAX ee =}" MIN, 2 }" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: . ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE & =SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS e. = EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407-774-6078 FAY: 407-774-4078 www.abdesigngroup•com L AA #: 0003325 < Y 7 Q 7 4 eUBDIV ae LOT: ABBOTT PARK LOT ##35 BLK ##8 PROJMCT 04181.000 5083 MODEL: 4EHB "2605—HAYDEN" dwlewaE 8wlxa: LEFT PAGE: DETAILS 160 MPH EXP. C [a, Itu r11/28/19ATE:CALE: 1/4"=1'-0"2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)1Od x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W1(10)1 Od x 1 112" HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ IOd 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, .177" " x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 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 TRAYICOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTN7N REINFORCEMENT W41 4X6 (3 X-X5 A-) SYP. USP HTT4 W/5/8" DIA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT r--------I FIRE FLOORB�� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS IM ELEV. VIE1P PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD DRAFT STOP ' PRE-ENG. FLR. JOISTS—Ij I' TI7'"I 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" [-JOIST MU WALL WAJ8P W(4%'W WEDGE ID (4) W83 WOOD TO BMI, BLOCK W/ ODD EA SIDE OF BMi 1441 N. RONALD REAGAN St LONGWOOD,FL32750 PH: 407-774,8078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 Y $ 4p� b a s aUDDIV. Se LOT ABBOTT PARK LOT #35 BLK #8 Plton=T# 04181.000-35083 3WDF.0 4EHB "2605—HAYDEN" GARAGE SWMWG: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C DA 11/26/19 aCALE: 1/4"=1'-0" aSEET s3 A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 1 Dd x 1 1l2" TO TRUSS. FL#17680 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 tl2" TO TRUSS EA STRAP, FL#17680 OBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) ? 2x WOOD FASCIA E ARCHITECTURAL SECURED W/ (3)16d ,LV. COMMON NAILS. I SECURED W/ 1Od �LV. COMMON NAILS O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ 1 Dd 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:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) 1A 16 TYPICAL TRUSS/ GIRDER CONNECTOR(S) ow BAO®t Km THION88 4500 3/4"WOOD PANELS 6000 (2)1/2" WOOD PANELS 60 (2)1/2" WOOD PANELS 80 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST SIB' GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE WOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL BD. I -JOIST CONNECTION @ L.B.W. �SCALE: 3/4"=V-0" (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFAYALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" USP HTA16 TRUSS ANCHOR fH (9)1 Dd x 1 112" NAILS TO NOTE: A PT SYP 92 2" x 4", USS EA. PROVIDE 4" MINIMUM 6%8" x 4'-0" MAY BE ADDED NCRETE EMBEDMENT. DBL W/ 10d NAILS, 2 ROWS, 3" RAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE D OVER TRUSS (NOT ADDITIONAL PLY MAX. TO OWN) ACCOMMODATE GIRDER ED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS, AVY UPLIFT CONNECTOR P17680 �-- (A) USP LUGT2 W/ (5)1/4"x3" POWERS WEDGE BOLT& (16)16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (6) USP RFUS STEEL CONNECTOR WITH (4) 3/4'k6" WEDGE BOLTS AND 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1X2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS 12"OIC A ALLOWABLE UPLIFT = U:3980 LBS, 1_:1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) 2A 26 TYPICAL ROOF GIRDER CONNECTOR(S) DEPTH 1/4'0 —HOLE EDGE >5/8" % —HOLE DIAMETER < 2/5•D SGL. STUD STUD NOTCHING �01 AND BORING LIMITS O SCALE: 1 i/2"=1'-0" EDGE >S/6" HOLE DIAMETER < 315"0 DBL. STUD 8em 11cmem TNN7M 4500 3/4^ WOOD PANELS 8000 (2)1/2" WOOD PANELS eo (2)1/2" WOOD PANELS 80 2z LUMBER L5TA12 20 GAUGE W110dx1/2 HOG COMMON NAILS. a EACH END TOTAL OF 10 .IJOIST WITH BACKER BLOCK HTT16 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (20) 16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB •4 d, �LVUWOOD POST CONNECTIONS 5 SCALE: 3/4"=l'-0" A - USP TFL1716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6)10d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2' GALV. COMMON NAILS. TO JOIST FL#17241 B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) W4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6) 1Dd GALV. COMMON NAILS TO HEADER AND (2)1Odxl-112" GALV. COMMON NAILS. TO JOIST FL#17241 BB - USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 31W" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (22)10d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 C - USP TH036160 G < 2280 LBS, U < 265 LBS W/ (4) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (12) 10d GALV. COMMON NAILS TO HEADER AND (2) 1 Odx1-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS W1(8) 3/4"" WEDGE-BOLTIJ-BOLT, 5" MIN. EMBED (16)10d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS. TO JOIST FL#25749 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3W=l'-0" 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1175 UPLIFT USP HTWM20 W/101Dd TO TRUSS AND (4)1/4" x 2 1/4' TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 I Od TO TRUSS AND (4)1l4" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0" O/C —� END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O1C MAXSECURED W/(2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �L INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 24" 24" MAX. w/ IJOIST SPACINGD 8" MAX. END W/)-JOIST TYR TYR ACIN SEEFRAMIN PLAN ENDOF MAX MAX MAX LEDGER BD. 1/2'IXP. (2)2X8 SYP P.T. W ERDGME (2)2XI23YP P.T. 3/4'EXP. BOLT/JAOLT W/ 2' LEDGER BOARD LEDGER BOARD TO BOLT"OLT W/ 2" WASHER 8 51/2' TO BE USED 1 ENSURE THAT EXP.BE USED WITH (JOIST WASHER & 512' MIN. EMBED. (TYP) WITH IJOI8T BOLTB/JBOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS. WALL AROUND BOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF Z 4'4r. Z - 3. ALL BOLTS TO HAVE WASHERS (2) 2X72 m 4. DIP. BOLTSIJ41CLTS SHOULD SYP PT NOT BE ANY CLOSER THAN 8" O/C. Z 5. ONLY LEDGER IN DIRECT •D (2)2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CIVIL REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE END SPACING CENTRAL SPACING A DOUBLE SYP 2x8 1/2" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 314" 8" MAX. 24" O/C MAX. I -JOIST WOOD LEDGER DETAIL 1 SCALE: 3/4"=1'4r (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) V-0" TO 30'-0" (1) "X" BRACE 30'-1"TO SO'-0 (3)'X" BRACE (1) "X" BRACE C CENTER (2)'W BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS—� STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2xB PT. PLATE TO BLK W/ 112" 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)10d's C EACH TRUSS TO BE INSTALLED ID-O" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=1'0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 4, ALTERNATE MATERIALS 1 1 SCALE: 3/4"=V-0" 3A41 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdeWgngroUp.com AA #: 0003325 Y BUDDIV ae LiOT: ABBOTT PARK LOT #35 BLK #8 PROJECT 04181.00t 35083 moDEic 4EHB "2605-HAYDEN" GARAGE BTaNG: LEFT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C F-pitnA11/28/19 BCALM 1/4"=1'-0" BLlEET S3.1A NOT USED 1 USP LFTA6 W/ (16) Sd COMMON NAILS 2x STUDS USP LFTA6 W/ (16) 8d EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTH6 BTM. (JOIST LVL PLATE STRAPS W/ 10d x 1 12"HDG NAILS FL#17239 WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL SCALE: 3/4"=1'-0' 8 "CMU WALL01 REINF PER PLAN PER ELEVATION LL O ,lz 30 OQ K '$w'� PER EL TON laz (2) 2x4 P.T. W/ MASONRY NAILS (� 12" O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG Q 3` O.C.; 1 STAGGERED OFF CENTERLINE 314" AS SHOWN 1 I' _ EIm MI- SCREWPATTERN WOIST (SEE % FRAMING PLAN) DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10WAA. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 314"=1'-0" #8 WOOD SCREWS x 2" LONG @ 3"" O C STAGGERED AS SHOWN 1 = BL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. 8" CMU WALL REINF PER PLAN 3/4" PER ELEVATION SCREW PATTERN ?� sx ya ; PER ELEVATION m:29 OIST (SEE 2x4 P.T. CEILING 24 M FRAMING PLAN) NAILER W/ MASONRY NAILS 12" O.C. iX2FIRE-STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE: 3I4"=1'-0" NOT USED 5 NOT USED NOT USED 6 PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES _ STRAP TRUSS TO PL, PRE-ENG AT FIRST TWO BAYS 4'-0- O.C. (AT SHEATHING SEAMS) (BLOCKING O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) W 24" O.C. MAX 0 2X4 DIAGONAL BTM. CHORD TION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRU88 TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - USP MTW-12 U < 1195 LBS STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH W/ (14) 10d GALV. COMMON SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2)USP MTW-12 U < 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS W/ (14)10d GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE OBL. TOP PLATE •o• PROVIDE BLOCKING USP SPTH4 OR SPTH6 BTM 12" GYP. WL. BD. • 0 • AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2z4 SECURED WI(2)10d's�EACH FILL ALL HOLES, DO NOT USE 10dx3„ 12"W' WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-12" EMBED. MIN. 0 16" 1 O8 10b 1 OC OC MAX. SCALE: 3l4"=C GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL •�� TO POST OO,,,,„ SCALE: 3/4"=1'-0` A -USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 S B-USP HTW-20 U <2045 LBS W/ (20) 10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHO4A U < 3715 LBS MUGT TO TRUSS W/ (4) 10d GALV. COMMON NAILS TOP, (6) 10d GALV, COMMON NAILS FACE, (12) 10d COMMON NAILS BACK, (1) 5/8"° A.T.R. TO PHD4A AND (10) WS3 WOOD TRUSS CONNECTION @ L.B.W. SCREWS TO POST FL#17240/FL#172419 p T� C,(ECT10N .7G! .) V SCALE: 3/4"=V-0" A88 -USP PAU44 POST BASE <U:2,265 G:6,775 W/ 518 DIA. x W EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W/ 518 DIA x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5l8" A,B. WITH MIN. 7" EMBEOMENT TO SLAB & (20)1 Sd x 2-1/2` NAILS TO POST. FL#17324 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroupcom L AA M: 0003325 I� 3 G stnmxv. se LOT ABBOTT PARK LOT #35 BLK #8 PROJECT# 04181.000-35083 MODEU 4EHB "2605—HAYDEN" GARAGE OWD90: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C m� DATE: 11/26/19 scALE: 1/4"=1'-0" a*fEET S3.1B PRE-ENGINEERED �� VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH:407-7744078 FAX 407-774-4078 wwwAbdoeigngroup.com L AA N: 0003325 QQ�QHHii3i 9f Y Y avaD:v At LJoT ABBOTT PARK LOT #35 BLK #8 PROJECT/ 04181.000-35083 MCDEIs 4EHB "2605— HAYDEN" GARAGE DYMCC: LEFT PAGE: DETAILS 160 MPH EXP. C of DATE• 11/z6/19 aCA=: 1/4"=1'—O" abtEET s3.1c 7A a ;3 i ----------------- SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PN:407-7744078 FAX: 407-7744076 www.abdesigngroup.com L AA 8: 0003325 1 0 4 �o BUDDIV. 49 LOT: ABBOTT PARK LOT #35 BLK #8 PROJECT 04181.00 -35083 MODEL: 4EHB "2605- HAYDEN" GARAGE BWINO: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C R 11/26/19/4"=1'-0" nnqT 4 li N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngfoup.com AA 0: 0003325 3 aysa:v ae LOT: ABBOTT PARK LOT #35 BLK #8 PRGJwT# 04181.000-35083 Moaar1 4EHB "2605- HAYDEN" GARAQZ EWWO: LEFT PAGE: SECOND FLOOR DOWEL PLAN %160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE80RIFlTION REMARK iO (2) 2X8 BEAM SCHEDULE OUREM 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 (Pet) fc ZE W, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 Bx16 E (1) 5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS R SAFE LOAD - POUNDS PER LINEAR FOOT SAfPL LOAD r' SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH eaaae w24e "',e4w Mao4e ePade oF3e49 eFMaOe TYPE LENGTH BUS BF9 RCIAU TYPE LENGTH s►n en3r smw st347 eFte•77 sFu3r Dno4r er2a2r wa-n ePa43r amaw eFasr Maa1r eFaa2r RM taa-ts v am imw smu sans rms o we T-V (� PRECAST 2271 aR mo mR OR am RM ,am a'a' (a') PRECAST 7028 1024 tees r4T (42') PRECAST ,m Dw Dm 4aw am ma 7m sow 4m on lea sr4 tow ,1m 1m me Dm 4m ma ms2 m ra (49•) PRECAST tees mm pm am 4w am 7m4 DIM r4r N6') PRECAST lee 703 130i 4'47' (48') PRECAST 1m me mo me 4m ew 4m 2m 4m ma 76a mI iala iim 1m a148 701D 2m6 4m 0 107e re' 1649 PRECAST leis 1m m,o aem sm 4m I" am r4' Wj PRECAST BE NJ ion 414' O'n PRECAST 1m Dw a>W me 4w m+ an mw 4m m1a lea sm ,Ma „m ,Da aw aM mn .aa m, Mn 6,i• (e4-) PRECAST 1217 ,m 7u3 ,m me a7m alle 4m Si• (NJ PRECAST 411 411 746 Bi• (84-) PRECAST ,me , aa7e me am mt 4m ,m am ma 7ea ,me me 2M 211113 Dw wt 4m 8-to (70•) PRECAST ioe2 ins +173 +m1 mo am am 3470 s-ta• (70`) PRECAST $10 8Si ete 9•to• (70-) PRECAST mo 1 asa mm ma 4,ae 14m ma 4m 7m 71m em m ,aw am am SW am aaa a4Y l7e") PRECAST iD6 1m 217T 3w wl 3WF—E t " (7r) PRECAST 507 721 400 a41- (76-) PRECAST m t am am m nm an sm am upon" m /a7 tw am am aam m2 �-0, (i0') PRECAST 743 1011 1720 ma me mo3 7'-0' (�") PRECA6T 424 68t 8e9 T4C (i0') PRECAST 7M mm mar 311 lot, t7m tom am elmt rn tm tm mi l47e mt Dm ai• 11 PRECAST ( 554 w 11eo tw am s4ssR ai• (112') PRECAST 325 672 230 ai' (112') PRECAST mm 7ee t w 2IN me lea 1w ,w aw sm •+ m tme im 1ee3 am me ta4p (+2e) PRECAST 476 m m iw 2m V77 1a4P (12r) PRECAST 264 40/ 16D 1afi (t29� PRECAST w w own t , m, m tw ,m am 2m no m Iwo ,472 na 2m 2w 11'i• (186') PRECAST 382 m w ,m /w ammu 11'T (IW) PRECAST 260 452 164 ll'i• (13r) PRECAST 474 m m top ,m m w tw ,w am 4e4 m u7a tw tmw mM tr-0' (iM� PRECAST 837 m m ,m ,m ml2 1" (144-) PRECAST 241 402 137 tr4r (+M-) PRECAST 470 m m m 11 ,m as m im ,sa atn 470 m M. ,m , ,m aon iri• (1e0� PRECAST 2B6 m m 107e 14M ,m am 2m 1Yi• (lea) PRECAST 217 324 110 1Y4• (Illn PRECAST 416 m DM m m 1 ,m 471 m +m 14M an mte am m 4e0 m ,ts M looft ,m 141V (t PRECAST 2Ti 4a m tom ,m I M 2W 2m 11'-0' (1667 PRECAST 205 2e3 100 14'-0' (IeB') PRECAST m 7a m ,m M2 76e tm tm top mp m7a 717 ,m 1 1 nor ir41' (778� PREa1RE80ED NR 1R NR NR NR W W NR 14'4C (17e� PRWTRESBFD N.R 254 61 14'i• (17" PR68TAESM. m m m w m t m 1M „31 1734 40 7M ,m tm m13 m7 2712 1Bi• (184� PR681RUBED NR M ,R NR NR NR NR NR 1Bi• (1841 PRESI�BED N.R. 20 63 iBi" (1M� PR68TRE88® m w w m 7M m1 1 tmiTi' 4u Im tm 17a i—Wamm3 (2M PRfi61 NR NR NR NR NR NR ,R NR +T-C (20e•) PRE N.R. 194 64 /Ti' wn PAS 4w m m 740 m 7M tMt M wstii"1RNR w w m ,m +m ,as m7 NR NR NR NR NR te, jai• R32) pRTa8TIE38ED NR 146 e2 laic mn PREFmm ® M4. 3M m 4a ea M 7aG32')PRE m ae Teo ton tm tew ttte 21'i• (2367 PRE NR NR MNR NR NR NR 21'-C On P NR 125 42 21'i' 03M'1 PRE87RE88ED m m m MI 4p m w m w wM m m till tm 1460 (>m9 PR661RE38� NR M �� 1 PRBi NR 176 40 27.' ReP) PR�fRF88� m m m mamNRNR 40 m m2r-0' m m 7N ,oa 1m im C�e'1 PROD NR NR NR Nt NR NR W-7 man PIEBTRFSBEO N.R. 61 33 N-V On PRESTRESSED m m 312 nee 4M m m 7p aM2C-0' m In m . m m tm taa (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR, (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM 'SAFE LOAD TABLES' BY CRSRXtETE MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE •ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS . PROVIDE WMAII4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0125.03 ------------------------ R 8FB-1T/OM/0B 3 6 L 8F8-1T/OWOB 8F8-1TI0M/0B d 1 dd ( dd L Q d ! GT �� dd a a* U.N.O. PROVIDE BB2 WHERE. d ROOF TRUSSES BEAR, TOP OF WALL EL 17"i" N b d �4 d,F d # }ate a d � e '4 l �e a % % 8F8-1T/OM(OB % L 1 A 8F8-1T/0M/0B ( 8F8-1T/DIW BNB,. 8F8-1T/0M10BWON 1 2+ L ( i i--„,....¢0. ---tea ) L------------------------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-W 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwAldostgngroup.com AA 3: 0003325 m 5 auaDm ae LOT1 ABBOTT PARK LOT #35 BLK #8 PROJECT* 04181.000-35083 UCDEL: 4EHB "2605- HAYDEN" GARAGE aWDM: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C IB A!'E"" 11/26/19 CAL C. 1/4"=1'-0" HEET S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER AGCTUATED FASTENER, ZF 72 PBS36.177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 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 81ZE 6 BABE; PLATE OR REMARK DESCPTNN4 RI REINFORCEMENT WD-1 4X6 (3 &6 W) SYP. USP HTT4 W/5/8" DIA 5/S3.tA PT., WOOD POST x 5" EXP. BOLT 1A i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ------ ROOF FRAMING PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-8078 FAX 407-7744078 www.abdaslgngroup.com L AA M: 0003325 Is Y ID N. . . . Jill SVBDIV. As LOT. ABBOTT PARK LOT #35 BLK #8 PROM" 04181.00 —35 83 MODEL: 4EHB "2605- HAYDEN" GARAGE BWMG: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C • • 4 • • q GABLE. END GF---1' N.I - ROOF WIND DESIGN PRESSURES NET (GRUSS) ASGE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.15 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/18' O.S.B.. OR 12" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RINGSHANK, 21/2" 0.120" 170,000 RING 0RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21Z 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATWING USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Z9 O LL Z ? SQ U . J u, d Fes, ZYZ z_ N Y 3:Q W In Z� C� TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO. RAFTER OR TRUSS onnP cucerulun -`_ mmLlmmm --_-__`' s ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABIE o4D FRAMING 8d RING SHANK GUN NAILS 8" O.C. IN FIELD\ TYP. EXT. SHEXfPING ATTACHME0 FOR ROOF SHEATHING (.. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS R 12" O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS G 12" 0.6„jN FIELD J\ TYP. 3/4" T&G SU&FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE $HALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE Siff SWILL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%MRELITTUINED CONCRETE EXPOSED TO EARTH OR WEATHER NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FORSLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: F8C-R 2017, GM EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14. BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FIT - 1100 PSI AND A MODULUS OF CRIPPLERS,! FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLAB$-0N GROUND WHERE INDICATED ON BARRIERMEMBRANE ELASTICITY 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 LAPPED B INCHES AND SEALED WITH E 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, FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SWILL 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 SE 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 FBCR 2017, 6tH 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 STRUCTURALMEPENDING 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 112' 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 3'-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 STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA SCSI V 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 psf TOP CHORD-mNFconanent REV20 TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 PET BTM CHORD +ron rnenl #5 BAR - 30" #7 BAR - 42• DEADLOAD DEAD LOAD 16 psf TOP CHORD 20 PST TOP CHORD (7 Paf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf STM CHORD DEAD LOAD TO RESIST WIND UPLIFT: tOP&f BALCONY LIVE LOAD 80psf STAIRS LIVE LOAD 40 Paf PROVIDE 36' z 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 Try 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: 1 OW, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40W, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOW, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOW, ROOMS OTHER THAN SLEEPING ROOM: 40W, SLEEPING ROOMS: 3OW, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40W MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/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 -DELL 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 PRIORL SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE hn - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR IL DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. S. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED MASONRY PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH C WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF $" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. fe:XLIT7:i111•7:TjNYi %T•I:F FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL 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 $HALL 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 SLAB, CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' e/-PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATERIS AWED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUrES. 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. R SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMI'W NCE WITH THE ABOVE REQUIRED 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 ANWOR WEATHER 1.11 FOR A AND SMALLER 2' FOR # BAND LARGER C. FORCONCRETENOTEXPOSEDTOWEATHER 314. FOR SLABS, WALLS AND JOISTS 1-LAY FOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy ION, 81a1 FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE 8, Fy = 46 ION. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 MI. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATpN 8RE TYPE SPACHO REMARKS APPLIGAION SIZE TTPE I SPACING REMARKS 1tl PTFURRHGTO -NARDENEDCOL GARAGE DOOR BUCK VPTAPCONMA90NRY 11?EMBED., 1"END DIET., MASONRY I CONC. NML 11?LONG. S OIC TO MA90NMYIOONC. NO WASHER FASTENER S,� 11?EDGE DIET, 9GOEXT. DOORR C HARDENED COIL rpC WKODWOOOP/ FASTENED -E DOOR BACK ?DM.WI EXPANSION BOLT A-EMBED..1-DIST., �AL. Pv ,SEE NOTES NAK 1?LONG. 1 4TAGGEREO I NTO MASONRY/O}O. TO MASONGYOCNC. WASHER ZA•pC SEDGE DIET. w"Do«BUGK cABE HARDENED CDIL r- wwoo.GmGDRrvABTENED N.ETALSTn PTD CONTACT THIS ENGINEER FOR SPACING 1v PT, SEE NOTES NAIL 11?LONG. STAGGEFED I-NASONRYILONC, MABONRYIODNO. REQUIREMENTS EXT. SWING DOOR IZI LI3DIA TAPCON' 1r O'C 11?EMBED, r ENO, NON-BEAPoNG WOCO 11T EXPANSIQV IEMBED /"ENT ZA OIC BUCK Zx PT, SEE NOTES NOTI9 FA4TAER DIST., 111EDGE GIST. WALL TO CCNC.9LAB WI WA9NER BOLT DIET., y' EDGE DIST. I`T INGOWBUIX 198•PAF Y'CYC DIST., 11? T 0xZ 11B' A"END. P tEEL WL., SEE WI WASHER STAGGERED EDGE DIST. NO E e HI I STAAPPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA S 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 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD LONGWOOD, FL327Go PH: 407-774-6078 FAX: 407-774rB078 www.abde&Igngroup,com AA •: 0003328 ]L 7 Q j iLi IPR vaDm as LOT: BBOTTPARK LOT #35 BLK #8 OJ>:CT# 04181. 00-35083 MODEL: 4EHB t12605-HAYDEN" GARAGE 8WMG: LEFT PAGE: DETAILS 160 MPH EXP. C Dw 11/26/19 BCALE:1/ 0" a�S N 1 4q I 6) *f- k(� kv �-,Ajtes- ar 2- f2�