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HomeMy WebLinkAbout8075 Broad Pointe Dr992 • 04EHB 0 99 LL•� HOMES Q LO oP Qom' 12602 TELECOM E>RIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax. (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .nn= MMa/M �, SM I;1%MN \2M7) .ul, �ooni�s *OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB :MIN. •YIN. INTERIOR FINISH CI AS3 B l1IND SPEED - Vult=160 MPH Vend=124 MPH :EXPOSURE E _ RESIDENCE • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ARV, ABOVE LAV. A/C AIR CONDITIONING LUM. ACT. ALTERNATE M.C. AMP. AMPERAGE MIN. BD. BOARD M.T. CL CENTERLINE MTD. CAB. CABINET MIL. CLG. CEILING N.T.S. cLR CLEAR O.C. CONC. CONCRETE PL CPT. CARPET P.H. C.T. CERAMIC TILE PH. D. DRYER PLY. DBL. DOUBLE PLYwD. D.G. DUAL GLAZED PR. Du. DIAMETER P.T. DIM. DIMENSION R DISP. DISPOSAL BAD. OF. DEEP RA.G. DR DOOR REF. D.S.TDOWNSPOUT RM. DTI. DETAIL R.O. D.W. DISHWASHER S.C. EA. EACH S.D. BLEV. ELEVATION S.H. EQ, EQUAL SHT. EXH. EXHAUST SHTHG. EXY. EXTERIOR SHWIL F.GJEX. FIXEDGLASSSII. F.G. FUEL cns sL. FIN. FINISH SL.GL. FLR FLOOR STD. FR°DR FRENNCHDOOR SWS FROFOOTING THKP 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. H.B. HOSEEM H.C. HOLLOW CORE V.P. HDR HEADER W. HGT. OR HT HEIGHT W/ INSUL. INSULATION WD. MT. INTERIOR WOW. W.I. LAVATORY LUMINOUS MEMED`IINNECARRiET MINIMUM METAL THRESHOLD MOUNTED METAL NSCALE ° E NOT ON NOTCENTER PROPERTYLINE PUSHBUTTON PHONE PLATE ecvwooD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILARLIDING SLIDING SLmINGGLASs STANDARD SECTIONAL TEMPERED GLASS ICK TOPOFCURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WOOD WIND TERHFATER WROUGHT IRON DATE DESCRIPTION emwn 2-STORY CM CONVERSICN ARCHITECTURAL SHEET DESCRIPTION OV S DID SET ISSIED PG CI -COVER SHEET PG GN-GENERAL NOTES PG AI -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATIONS "H" PG A4H-LEFT &RIGHT ELEVATIONS "H" PC El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG M1-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-BALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG BA5-NOT USED PG WAS -WALL ASSEMBLY DETAILS 02/" ADDED ELEV. 'J' s W UTN BIDING PEA MARK DOW$ 021XID DID SET RE-I6NED 04/IVIS FOOTING RsVISIONB PER M. DOWES ��� I -JOISTS MCOIQPORATED INTO MASTER PLAN 06,26/b CONBTNUGTION DOC&10M RE -ISSUED OBfi/IS ADDED VALLEY FRAMING DETAIL, UPDATED DOLLARp DETAIL 0VJ6/IS DETAIL- 'ADDING SAR TO DOW REAM' ADDED TO 612A 0246/IS PLAN MAINTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6079 Fax: (407) 774-4078 OM" REVISED LINTEL SIZE AT FRONT ENTRY DOOR �1 /� (14R6/IS SQ.FT. CAW.'S UPDATED LEDGER DOLT SIZE 4 SPACING 06/" REVISED I -JOIST LAYOUT IST FLIt LIVING 1,104 60. FT. ArD FLR LIVING I I'm Ba.FT. TOTAL LWMG 2,605 Sa. FT. GARAGE 431 Sa. FT. PiORC14ELEVS*W' III Ba FT TOTAL ELEYS w' 3,153 Sa, FT. 840 PATIO 80 so. FT. O6QUI9 ADDED LED L*Wfi TO 10TCHEN s BATHROOMS PER MARL 5=5 01R3/1% ADDED BTOIE OPTION TO ELEVATIONS Yd,'H','X s W I Fy�R T &,� � D mrny/g gppEp API.B'-0' CEILING HEIGHTS OW1120 REPLACE USP CONNECTORS WITH OPFWN CONNECTORS 03tome REVISED DETAIL ON SHEET D2 OPT. W-0' GL& HOT• WOWREv18ED STAIR SECTION DETAIL FOR OPT. B'•0 G G HOT. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG 31.1A-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABHJTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.IA-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.1B-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES MANNER. AB DESIGN GROUP TAKES NO PG SB-ROOF FRAMING PLAN RESPONSIBII= FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SNl-DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774 6078 FAX 407-774-4078 www.abdeslgngroup.com AA #: 0003325 Y 3 k 6 4 0 w �O aunDiv. as LOT: ABBOTT PARK LOT #1 BLK #15 PltOJECTIp 04181.000-01151 MODZU 4EHB "2605—HAYDEN" GATSAGZ 8WI NIG: RIGHT PAGIM COVER SHEET %160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE AND COMPACTKEPT CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 WWTH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 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: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PI.IAIBNIG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM''%4' 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 CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FNSSHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl D63.128. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L. FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIB RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114' TYPE DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017) R703A.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. !i 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-607S FAX: 407-7744078 wwwAbdosigngroup.com AA #: 0003325 f r a c aunmv. & r.0z': ABBOTT PARK LOT #1 BLK #15 PROJECT 04181.00 -01151 MODMLA 4EHB "2605-HAYDEN" GARAGE 81rWO: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C ANDTVN '-10' 10'-0' 21'-10' EGRESS 0 5'-4'-4 19'-4' 20'-4' FIRST FLOOR PLAN SCALE: 114' . F-0' NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN TIE GARAGE 4 RESIDENCE SHALL BE EQUIPPEO WITH SOLID WOOD DOOR NOT LESS THAN I;6' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 146'(35mm) THICK, OR 20-MMTE FIRE -RATED DOORS THE GARAGE SHALL CE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN :S'(12.lmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH WAIBITA15LE ROOMS SHALL BE SEPARATED FROM ALL MACITA15LE ROOMS BY NOT LESS THAN f6YI5.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 201� (6,THI ED.) 302.E PATIO 0 0 10'-0' II' • a' 15' -4' 2'-9' � —OVERHANG r — — — — — — — — — OF ROOF 3052-$►+ (2) 3052-SH i 21'-4' 12'-4' I I I � RO�OMG I ® e'-m' cLG. � LIVING � ROOM � BEDROOM #2 81_0. �' �? I a' -a cLG. Y ''-2' 3'-8' H'-I®' � I 'v I q (2) 2069 POST 10 a tt •��� vlc civ %TfCIB�i �•� I B ;� i9 I 8 D' CLfi �I I ��' I I I I I I _• 1 � 8'-0' I S ® 3'-0 �"s 2'-10' '-10' 3'-9' 5'-4' 3'-4 V.S. 3' H.B. v � � STAIR DATA 2af6a 15 RISER * Tb2• 20 MM. /eaLLARD 14 TREADS 0 10' ---V A8 REQ � - PER BLDG. II CODE III PIE1( c Ilv s a'-m' CLCs. III �' Iil FOYER 8,,®. C<A. ;p N GARAGE e'•o' CLG � a N ul m III � 2'-10' Ib,_0. '_I0• a � I g.g• T�_G' 10 � 8'-01 C�LG. 9 8 v Ib'-0' X 'I'•0' O.N. -------------------- s o aoMaaert wo a�Doao Mao LGAOa elac ■ao 0aneuE Fnn a aeoac Guele ! 201E tlallNN•OINb R3MN0 MIN, WINDOW � g 31/-50 CRITERIA EXTERIOR BWMG � 5 36/-d'1 DR MIN. CRITERIA SGD. MIN. dl $ 34/-43 CRITERIA 16®lD O.HD. IU 6 31m/-34i BASIC WIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT t 0.18 BLDG. CAT. -II, EXP.=C, MEAN ROOF HT. 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FHCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONIROLOY11EOalil/ SQ.FT. CALC. S 15T R.R. LIVING 1,104 SQ. FT. 2ND FLR LlvaiG I,6Oi 8Q FT. TOTAL LMNG 2,605 SQ FT. GARAGE 43� SO. FT. PORCH ELEVB'41' III 8Q FT. TOTAL ELEY'8 'H' 3,153 SQ FT. Soc10 PATIO 8s7 8Q FT. MASONRY/FRAME LL141.L LEGEND 8'-m® L uxo ON PLANS SAG. HGT. VARIES 8' CLOCK WALL UNA ON PLANS INTERIOR BRG. WALL UNA. ON PLANS 4• MO LOAD BAG. WALL U.N.O. ON PLANS -ALL INTERIOR D00R8 TO BE 6'-a' -ALL EXTERIOR DOORS TO BE 6'-b' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774d078 www.abdesigngroupcom L AA f1: 0003328 y av23a2v a< LOT: ABBOTT PARK LOT #1 BLK #15 PROJ2IICTfp 04181.000-01151 aioa2eU 4EHB "2605—HAYDEN" GARAGE 87►n4Ci: RIGHT PAG2C: FIRST FLOOR PLAN 160 PH E C AHU 1 I BECK IWNWA J� DBL. TOP PLATE 6 M BAR DETAIL (2) LAYERS OF 3/4' PLYW00D OR (2) LAYERS CIF 3/4' BUD FLOOR MATERIAL RIPS FOR SOLID NAILING OF 81164'LOOR SHEATHNG � c 42' H. VJ WALL W/ / CAP PLATE Q ]'MAX NOSING ' d STOR. / / 3-2xI2 8YP GTWO42M / REINFORCED W/JX4 BPF / WACONT. DEAD OF SW4%,OOR ADWEVVE PL-400 OR 81MILARE . / EA HORIZONTAL RIM / 2 X 4 RE-INFOIRGNG / • IA. 2 X 12 STR40M BEGRIME WIGd S'-V OL. 7X4 ATTACFlo w IOd MASONRY NAILS • 2X4 P.T. BLEEPER INTO SI.AD U3T14IN S' OF EACH END, W OC. MAX HALF WALL W/ CAP LAUN. V-4 3/4' PRE -moo K OOIOJG—I' BYSTEM (BEE FLOOR FRAMING OMIT) NQIDt BTAIRS RISERS TO CONFORM TO FBCR 6TH EDITION (20n) MIN' TREAD.10' MAX IOMM.1 3/4' STAIR DATA: 3/1S' MAX VARIATION IN 15R • 1.52' R18ER0/NQADO ADJACENT TO EACH 14 TREADS • OTHER SW MAX VARIATION IN ANY 1' NOSING RIBERRREAD HANDRAIL CIRCULAR CROSS SECTION DIA TO W 1 114' a1/4' OR PROVIDE RMIVALENT GRABPABILITY WNDE3M- MN. S' WDE • NARROW END MN. II' WIDTH • 12' PROM NARNOW END W MN. HANDRAIL HST. Nam, -E4OL08W ACCESNDLE SPACE SEDER STASIS SHALL NAVE UALL8, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE UNCLOSED SIDE WTH I/J' GYPSUM BOARDS, PICK 302.1. B STAIR OSECTION THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN.V ItSHALL BE NO LESS THAN 1 1/2, HANDRAIL • 36' AS PER FBCR R311.1b.2 W/ 2X4 RE-INFORCIWx 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'l 2- OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4- BUT NOT MORE THAN 6 1/4' AND A LARSEST CROSS SECTION DIMENSION NOT EXCEEDIWx 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF I/S'. 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 1601,0.1 / F.B.C. 2011 HANDRAIL SECTION C SCALE:3/4'.I'-m' 1441 N. RONALD REAGAN BLVD LONGVMD, FL 32780 PH: 407-774-6078 FAX: 407-774,4078 www.abdosigngroup.com AA k: 0003325 so a I M w 4T C S BVHDIV. ac SAT: ABBOTT PARK LOT #1 BLK #15 PROJMCT 04181.00t-01151 MODa>� 4EHB "2605- HAYDEN" GARAGE 91111MG: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C VAUG F-PIUNTDATE.- 08/13/20 ISICALS: 1/4"=1'-0" 8HEXT A1A �loIF. mmm:. 10 oimI I O , ' Oi i, i♦i 81 a o �i ♦ - LINE OF IST FLOOR BELOW Swoz-CH EGRESS SECOND FLOOR PLAN =ALE: V4 . I'-0' EGRESS 1441 N. RONALD REAGAN SL LONGWOOD, FL 32780 PH:407-77"078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 xo Y s r 0 Y1 W ausDm ae L.OTs ABBOTT PARK LOT #1 BLK #15 PROMI 04181.000-01151 MODELS 4EHB "2605- HAYDEN" GARAGE S1RNG: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C 37 % VANo93W1 00 Dw� 08/13/20 19CALM: 1/4"=1'-0" axEE'r A2 SHINGLE FYPCN Hi'X48' DECORATIVE SHUTTER OR EO.UIVALENT ll'-4' 2ND FLR 5R.G. Hr.T.� FYF'ON SKTIIXIT OR EQUIVALENT 6' RAISED SAND MLR,.) W-4 W4' 2ND FIN. FLR 8'-m' Mo. HGT _ • ENTRY 4D 4' FPA16ED TYP• SAND (TYP.) 8' RAISED SAND (TYP.) m'-m' FIN. FLR -- x �jjl 'ffi�II FRONT ELEVATION SCALE: 1/4 . I'-m' TEXTURED FINI R25'-4' BLDG. HGT. IT'-4• 4' RAISED SAND 6' RAISED SAND LIGHT _ 0'-mom AREA OF ATTIC 1585 SO, Fr. NET FREE VENTILATION AREA REQUIRED = 1/30D REQUIRED VENTILATION AREA = 1585/300 - 5.78 VENTILATION AREA X SC, INCHES PER FT.(144) = 760.8 SCL IN. MIN. REQUIRED VENTILATION : .SX 7602 IN UPPER PORTION OF ATTIC - 3DQ4 SOL IN. OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT 380.4 /115 TOTALOOF VENTS REQUIRED = 3.3078.T TOTALS OF VENTS PROVIDED = 4 'AREA OF ATTIC 15 THE PERIMTER OF THE HOUSE, LESS THE OVERHANG AEXTERIOR OF WALLTO EXTERIOR OF WAUUNO OVERHANGS INCLUDED1_ _ 122 OFF RIDGE VENT OFF RIDGE VENT �g IT'-4' 2ND FLR, Il'-4' 2ND FAR. ®RG. I-IGT.4-- - - BRG� HGT7 VCK !' THI2 COAT CeneNT PLASTeR AI -FLIED ( I Dmr-TLY TO MASQIRY I I Y a a s 4'x4' GALV.'L'-TYPE }} PLA014MG SET IN I I ~ A F ROOFNb CEMENT I I 1410IMM ASS SHRIGL.ES OVER'SO FELT I I TO PER MEEET AASSTM 4666APPROVIIED S)VON T/I6' 2X6 SYP Pi LeDf#R W/ V-4' 3/4' 2ND FLR 4, I I �' - iv OAD.OFEAT14M OR V2' COX WW THREADED ROD 32' FIN. FLRJBRG. H-- --� ----- ___ '1FIN. FLR./BR'a. HCaTR. I LYWOODCHEDULE SECURED PER NAILNG END 44 UTWNT Sf' OM 8'-m' CLG. HGT,1, I I �46 , ------------------------ -_-_-- _- --- m•CLG. ,L8'•HGT. HI•G148TR@IGTHlxF'OXY 7R1D FM. MR (MRELEVJ ( I'-m' LUS-26 2x6 SYP RAFTERS OR TYP. I I F'I!-ENGD TRUSS t'PER ELEVJ I I ROOF SLOPE PER -- IELEVATION MIN. 1/16OW SHEATHNG I I 41 ~ 2X6 TINT TO IMS Uexallwo V u C 4AN EL FOR SOFFIT OL . FERMTER LUS-26 IW (4) IAd m'-m' FIN. FLR TO LEOGER AND (2) I"'s -_-_-_ _ _- -__gym'-m'FIN.FLR 7o2x6PFrr y_®• 'P i)K GYP R LeDGER DV 1/I'18' THMADED ROD 32' OG 4 UTNM 6- OF EACH END MAX SET N 6F PS24 HIGH STIMMINI EXPDXY 6' MN WINKED. OVERHANG DETAIL REAR ELEVATION A WALE: 1/2.1' SCALE: I/4 . F-m' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD,FL327 O0 PH: 407-774,8078 FAX: 407-774.4078 WWW,abdeW NgroupxORI AA P. 0003326 _ ppp t a BUDDIV. St LOT. ABBOTT PARK LOT #1 BLK #15 PRO" 'CT 04181.00 -01151 MODMU 4EHB "2605-HAYDEN" aARAaz OW a: RIGHT PAGE: FRONT & JREARELEVATINH" 160 MPH E Diturr Ai'&.• 08/13/20 Z= A H IT'-4' 2ND FLR., BFdG. HGT. -------- 9'-4 3/47ND FLR FIN. FLR./Bl�a. HGT. W-C' CLG. HGT __-____ 0'-C'FIN. FLR., I W-4 3/4' 2ND FLR �, 12 FIN. FLR ---- 8'-0' BRG. HGT- m ENTRY 0'-0' FIN. FLR ® IE DOUN OFF RIDGE VENT 17 FOR FMON �S BKTIIXI1 OR EOJJIVALENT I�'-4' 2ND FLR. ---- BRG. HCsT. LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 4 o 9'-4 3/4' 7ND FLR FIN. FLRlBRG. HGT. -- m ENTRY ,00'-0' FIN. FLR SIT'-4' 7ND FLR I.-0. BfAa I I I 3/4' 7ND FLR FIN. FLR CLG. W.T. I FIN. FLR 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 wwwsbdesigngroup.com AA N: 0003328 av>aDly a LOT ABBOTT PARK LOT #1 BLK #15 P1tOJSCTp 04181.000-01151 MODsr1 4EHB "2605-HAYDEN" GA RAGa 8WING: RIGHT PAGE: RIGHT & LEFT ELEVATION "H" 160 MPH EXP. C DA E: 08/13/20 aCALE: 1/4"=1'- 0" aIMMT A4H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 APP MALE POLO 140v OUTLET IWV OUTLET N 00OUTLET ""RED TO awTOM ON NOV OUTLET BMJPW UNTOD MILL NtEU•rER (TAMPER IWWAUr TYPE) 220V OUTLET (4)w CO&450WN O maRT T SOTC14 6UW44 3-111aY orm SWITCH 4-WAY OPER ��6 r V LLiONT CELNG LOW © LED CLG LIGHT ©� LSD VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT OPROMISED, CAN VENT. PAN I GPM FM SG. R. 1 "1. FAN aMLGHR I orl FlR ea, R. v m"T BY raPEC'a Toomum 'SIIGpNH )•GILD UeMP ® (IlECIeSaD) �� T•BULe aRAP • k, [ ACE t-wd �-� 2' FLUORtaC W N FLUOIRSCe" Q TRK%LgNr 0 PANEL METER O SD. WAXor WWTOIR YTT. NAac.A>r EV1laBEIEE WALL MOUNTED eLATL sAGIi eD. Smom DETECTOR tlElta >5/CO ® CARBON DlifGfOR coo Q'� SROR-cONFIRC aD SMALL M A DISTANCE OF NOT LESS THE( 4' FROM WMILL PENDANT LIGHT L� rj/ NATURAL A" ,ELaPHOh. JACK WATER "EATER DISCONNECT , JAI+Apt (2ODRICNe4G SEE AM ON DNCONECT I Q —JACK CBLM Eat O J-ea( TO N SU'PORIED N ACCORDANCE RV EON MARKED AS SUCH FON RIG OON REQUIRED CEILNG FAWLkNT TO EE SURORI gCCOIpArCE UV® OOKN MAMM AS SUCH FOR Bann 74• NCAN7ESCW LIGHT STRIP ar' NCArDES:e" LONE STRIP nnnnen�nn 4V a1CA/DBGCE(T LRNT STRIP FLDGo LHGHR exem KEYPAD • PEA Flees-M"CN FOR cwrm IaO PORT • LOCATION OF TV JACKS A PFCPE OUTLETS 1 FANS TO BE MERGED a NOrEOYlER PRE -CONSTRICTION MIRTNI • ALL 0 4 20 AMP BRANCH CIRCUITS, TO M ARC FAULT PROTECTED PER ELECTIWCN41. PROVISIONS or effim ATM EDITION l20R) 1 NEC 210E 2014 EDITION • 20 AMP DEDICATED LARC NDRY CIRCUIT, • GFI* [K AM (NOT ON KITCHEN CROUIT) • DISNUAANERR DISCONNECT TO M LOCK011' N PANEL • BATHROOM 0041"T PAN TO NAME MIL CAPACITY OF aE a" NrERMITTEIT PER ELECTRICAL PROVISIONS a SECTION ME013 • LAUNDRY ROOM RECEI•TACLE SHALL BE GRAND PALT C"Mw-NTSRIEIP,ER PROTECTION FOR PEROCROL ON I'QDEItl • UMRM MTeOO SMALL ee NON METALLIC CABLE PER ELECTRICAL PROvis" OF Feu ATM ED 12am • ALL WORK TO CO'IPLY Wm1 ELECTRICAL PROVISIONS OF THE RRQ ATM ED 1'20R2 • ALL LAMPS SMALLM OR LA LMH4 MT eR EHICR6Y swr_nNT TYPE PER ErFICI@ICY) 20R. Aa1 EDRCN RA04) PATIO —'— — — — — — — — — — OO G in PAN. GFI LHm ROOM { PRE -WIRED CLG FAN i I y-SWITCH IN I CABINET _ OUTLET FOR ow/TO 2ND FL. I ) SWITCH I / I ) I I I I I I\ \ y /III 1I III L� �J III PRE -WIRED III / FOUR CLG FAN III I WP I P.B. FOR 1 I � CHIME." I -- PORCH APP. • / GADOOF I 1 1 KEYLESS FIXTURE GFI 11 GARAGE 9� DOOR PREUARE GARAGE PRE -DARED CLG FAN `J BDRM #1 I \\ BATH #t 1 D /BOLLARD AS REa PER BLDG. CODE - - - - - - - - - - - - - - - - - - - - - -� - 7�'_ ------------------1 4 GOACH0 LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' a F-V I I L i ( - — — — — — — — — — - LED LIGHTING C� SINGLE LAV. BATI4a WP Panel MAIN - A PANEL: 8116 lap cn. breaker VOLTAGE: 120/240V-1Ph MAN: 150 Arr0 M.C.B FEEDER: 3. #1 Cu THOM & 1-#6 Cu (G) in 1 1?' C. OR 3-#700 AL THMM & 1- #0 Cu (G) in 1 1/2" C. wv. F I. w we..+ on Waft LIMN elrewt wad. Deserts". Nor Paw wins 012 1 20 ExUdar Ree NGFI br7U0 1200 1 2 02 2 M hl➢alon Pump 12DO 3 A 5 a ezN alcc.u. 40 2 R sPa 7 e PANEL -A PANEL: 42 crL breaker VOLTAGE: 1201240 V .1 Ph MAN: 150 Amp M.L.O. FEEDER: 3. #1 Cu TFMN & 1. NO Cu (G) in 11/Y' C. OR 3. #20 AL THJJN & 1- Oe Cu (G) in 1 1/2" C. MRn Pow Mr Ds eon walla Orolrb on" wed. Desm fen ekr Pew vans a12 1 x Smel lance I t 2 9000 __ Reno. 50 2 as 012 1 20 111knuxael Hood ON 19M 3 4 e12 1 M Sma AppWa 1500 5 a sSDD Wa.r H.al.r 25 2 00 a12 1 20 RehWetor 1500 7 8 a12 / 20 Dining Receptimethes, AFCI ism a 10 I= INspboud GFI m i M2 a12 1 20 Sat, GFl Receptacles, 1m I 12 1501) DW.."GFI 20 1 012 MA 1 15 Foyer IHed AFCI e10 M 14 SNO Drys GFI 30 2 00 014 1 15 UAnq Run, Local. KNhw, Gn. Us AFCI ODD IS Is spece, 17 18 1500 we.har GFt 20 1 1 M2 M4 1 15 601MAF0I 20 TOM O Door GFI 20 1 812 a e. 22 1200 G I ExtMar LU 8 Race .clef AFCI 20 1 M2 a14 1 7a Bed,tem$21 Bathroom 02 AFC1 24 NO ON IeA C 15 1 M4 014 1 15 Decumbent l3 AFCI 2e RO OeAan Bstlnaum AFCI 15 1 a10 M4 1 15 asdaarn N/ awa5eav be APtl 1200 2raneR llE tHT02neM1lh)WeA1O 20 1 M2 M2 1 20 1Ca Door rGFI 30 1 cabal. 20 1 M2 S es 32 e b y M e 30 a 30 R 2 35 A/CA.H.U. .am 5 KVA a M 40 e. 02 9pc. Lad. eel to GrnMtl actor calwhokes l One 279M Lad subject to demand Eetor calculations One Demand actor 1531culatkintir ABBREVIATIONS: AM: ARC FAULT CHICUT NTERRUPTER NC: NON-CGINCIDEW LOAD GFI: GRCUNOFAULTNTERRUPTER Taallueds wd.mmda.r.r 1 4MM ' Him 10000 vAtl. a TO^ 10DDO R-Mft ueas a 40% t4200 Total AIC w.d 117R LOAD CALCULATION 18 BASED ON A1C MONCOINCIDENT LOAD Total Camadmi Lad watts xaM Tata Am .(a / 240 wKs) I 1410 General Lighting & Ree cle Load Tao AIC S ens Feet On.nl W a R.e 3 W /3 . Ft. 1 7815 HMUIP 3 et85WLi k0t 100% 195 t3.n.N 8010 Ilea# rorAlmallc Gnw LU A Ree Panel A 1 111 7281 8010 CU,T w eFS CU N 2'C000IT OR Fla CU N Y COFOWT OR 2/0 AL Slit RPWIWATE ABOVE SpRT • OVE IMIAW I�nJ MF E D 150 AMP ELECTRICAL RISER I OG NOT TO SCALE car—TION mw. DISCONNECT SWITCH AND GENERAL NOTES, n ELECTRIC rE7aR N A ELECTRICAL MATERIALS AND NSTALLATi" SHALL NWA M ENCLOSURE GFI COMPLYUETH ELECTAL PRCMSOE OF THE mtaILN. ni LOCAL CODES, AND ALL LOCAL POKER IRRIGATION corIPANYREa RROPIPTs. OUTLET AL SHALL M TYPE TWW41MIN WAX" NOW �� 1ELEP71010 RBRMKe FOUER corlPANr ►� Nam.p NTEw. BeeD1(G AT TERI'INAL AT LOW .eswr�a VOLTAGE COSECTIONS PROVIDE N AMP, OM40 VOR.T, 1 PHASE MCCNDAWA-� I V OI SERVICE GIROUD CON OOM TO ELECTRICAL SERVMX PROVIDE S -1 COPPER (OD N M CONCRETE SNCAD FOOMt STEEL. I"A 144" P SCHEDULE M PVC CONDUIT OR PROVIDE 3 EWReC CT4L PROVISIONS OF THE �lkH 4A0 ALAI IRIUM (AL) N T" DIA SCHEDULE See PVC CO QUIT LOLESS amwV= Is PROVOED BY THE E.ECTR IC CO'OPANY. COORDINATE WI1N TE ELECTRIC aA" DIA x s Pr LONG COPPER CLAD GROUNDROD COMPANY PRIOR TODID, 1441 N. RONALD REAGAN 13LVD. LONGWOOD, FL 3275D PH: 407-774-6078 FAX 407-774-3078 www.abdesigngroup.com AA F: 0003325 Y J W C � a QL sUDDty ae rrOzP: ABBOTT PARK LOT #1 BLK #15 PROJRCT# 04181.000-01151 MODs:1 4EHB "2605— HAYDENe1 GARACiR SWMCI: RIGHT PACE: FIRST FLOOR ELECTRICAL PLAN 160 MPH E . C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES - e ./ RSV OUTLET 20 AMP "OLE PCLE IIOV OUTLET —OUTLET To ON IIOV OUTLET EGUPED WMIND PAL «tuPlen (TAPrEIe NOWANT TYPE) Zwv OUTLET (4) WM CO IOCTION OCT. UMTERPROOP OIRLET GROVO FAULT INTEIEEPTSt essrcl•I NOTC14 A-UNY CPER SUUTCH 4-UWY OPER. ' ^W4 GALL PIMIED ' V LIOHT CELM LUL4T © LED CLO LIO«T LED VAPOR ©Np PROOF LIGHT O VF• VAPOR PROM LIONT OPOCEN O CAN eVENT. PAN i OIM PER ax R. PAN WAJOWT I CR•I PER S1 PT. v Pl- (SPECM ER' SY L AR0110 ) T 7•EILS URAP • LL (OURACE P«TJ� Y R.UORIMMINT 4' RUl01I OMT 4' TRACK LIGHT 0 PANEL METER aMCIa DlneeraeIIIALL YTT. RAOC-le. IULdA� I+-ISA. MOUNTED U k OETtc. SY ®S,Gp spwo IMGIaoETEetale COS �►rteR-cCNL�o� M NOT LEN TH.1 4' PIMM WALL PENDANT WOW tl� f NATAUL 6M jY T6 WNMM JAOC WATER HEATER DISCOID TO ee _eLevATeC AIR caaeeT COO Dle = A U ION FE TB.EVMION JACK L►n soN O J- TO AC O CMM CRIED IN PLdMlM AS SIGN PM CEL EOo( CELING PAM&OWT TA OO7t MAMM AE SUCH MR non 24' «GM°E°C@rt LIGHT ETRP Hannan IM' «cAPOescoff LUINT STRIP nano 4w «GIOlSCENT LIGHT .TRIP PLOOD LIGHT 0".SEOuRTr KEYPAD R0. PUSH-BUTTON I = O10'1N USM PORT • LOCATION OF TV JACKS 4 PHOIR OUTLETS 4 PANS TO on VERIPIED • 40MEOUN N PRE-CONSTIWICTION MEETNG. • ALL 0 4 20 AMP ORANOH CIRCUITS TO IN ARC PAULT PTEDTELTEED PER ELECTRICF44WG M OF � EOIT(TOO) (NEC C012 20u EDITIOPL NTH • 20 AMP DEDICATED LAUNDRY CIRCUIT. • OR. IV -AND (NOT ON KITOHIE4 CIRCUIT) • DIMENSFlR DMCOMEOT TO EE LOCKOUT IN PA IL • 6ATWCJOM OXHAST PAN TO HAVE MN CAPACITY OF SO CRT IN EN ITTENT PER ELECTRICAL PROVISIONS OF SECTION M0013 PIYJS rTu mIT1ON ( L • LAUNDRY RO01'T RECEPTACLE SFW.L EE ORO«D PAULT CUSCUIT-MEMI Ir1ER PROTECTION PON • UARSIG METNOO SHALL ME NON FIETALLK: CAME FER ELECTRICAL PROVIO" OF PECR AMID ED amm • ALL w01EC TO COMPLY WITH ELECTRICAL PROVISION/ M THE PlOU rTH m (1OMJ • ALL LN'PS SIJALL SE SELPLM RY IRA OER AMC) Toff dr LIGURIItl MIMT o1e �GY �IGIB/T TYPe PTTR I � L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • P-0' ` �� �M lm�m LED LIGHTING @ DOUBLE LAV. BATH 3 R�10" I LED LIGHTING ® DOUBLE LAV. OUINER'S BATH L44i N. RONALD REAGAN Sl LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup•com AA S: 0003325 YEl pppp t U C aUBDIV. Ae TAT: ABBOTT PARK LOT #1 BLK #15 PROJECT/ 04181.000-01151 MODEL 4EHB "2605- HAYDEN" GARAGE 8M MG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C FIRST FLOOR PLUMBING PLAN SCALE, 1/4 • V-V i � - - - - - - - - - - - - - - - - - - - - - - - - - J SECOND FLOOR PLUMBING PLAN SCALE. 1/4 • 1'-C' MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.eom L AA k: 0003325 sUBDrv. as LOT ABBOTT PARK LOT #1 BLK #15 PROJZCT# 04 81.000-01151 MODZ a 4EHB "2605- HAYDEN" GARAGE SIMNG: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C HVAC NOTES L S MLL M PROVIDED UfITH PR0111 CLEARANCE, TOR GERVICRIeq. PER 2. ALL DUCT SY " IS INSTALLED N AIU M SH&L EE C IMMUCTED OF A VALUE OF NO LUG THEN R"S RATING, ALL 89" SMALL DE SEALED UN GLASS PAD 4 MASTIC. AND INSTALLED AS PER POO STM EDITION non) mcmANICAi. eLGG. CODE SECTION S03 3. ALL FLEX DUCTS $MALL OE APPROVED UL W CLASS 1 AIR DUCT AS PER NFPA IOA 2-3U 4. FRESH AIR INTAUGIS SMALL NOT of LOCATED CLOSER ?MAN 10 FT. PROP ANY CJ4r [Y OR VENT OUTLET. Olt SANITARY SOMR VENT OUTLET S. ALL E441AUST AND OUTSIDE AIR INLET DUCTS, AM.L of CONSTRUCTED OF SMOOTH GALV. MtTA L OR OTHER MATEtlALS AS PER POC ST11 EDITION (20TT) PINOWANSCAL CODE SECTION S03 S. 04CLOGW SUPPORT PLATPO" $HALL of CONSTIIJCTED IN ACCOFCANCE TO POC NTH EDITION (2011) MEaiANSCAL CODE 603J 'L MATF111110" CONTAINING MATWTU066 SHOVE M SPAS AND SIMILAR ISATHINIi NXTU RNS, SHALL of PI1CWANIGW.Y VENTED IN ACCAIRDANCE GM FOG STN EDITION (20IT) P RM444CAL CODE SECTION 40L S: ALL 111b1AUSTED OATH 111110017► IIMALL HAVE UNDER -CUT DOOM FOR MAK14P AIR TO of RETIED. TO EQUAL AIR EXHAUSTED. IL ALL PIM RATED CEILINGS AND IUALLS N:MLL NAVE AN APPROVED I = OR FIII1I1N% A DAPrE1" LOCATED AT CELING OR WALL PENETRATION AND of SLEEVED IUTH ACCESS DOORS TO RESET DAPlER ALL DAPPERS SMALL OE INSTALLED TO PLUG. !lECd'1'ENCATIQIS AND POC OTH EDITION (20fl) PECHANSCAL CODE SECTION mn 10 GRLLES ANC DPPJW S SMALL of PROVIDED UM BALANC 0 DAUIEIM E DRYER BOOSTER TO a A PANTECW DOP EOOSTER FAN OR EQUAL. PANTECM DOT 80 DRU'ER DOMTER CAPACITY 60 LINEAR FBT WFTM MAX. SIX EL000O. SECURE STRAP TO GONG. CONDENSER AIR SUPPIL W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL AIR HANDLEI SECURE STRAP TO UNIT W/ (2) EVAP. TRA 4' CONCRETE SLAB '8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT PLATFOR CONNECTION TO PAD - NOTE, MAIN COND. DRAM 3/4, DNA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRA58 TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP) LEGEND ® SUPPLY AIR OWUNK RETUIN AIR GRILL ® SIDE -gut L OR I WAY DIIUSER. SOLID LI,!■ SUPPLY TRIIK — BROKEN LIE. RETURN TRIM 1 BALANCING DAMPER OR OW O CELINIS 0""T FAN GEEING SDIMAUST PAN 4 LIGN;T O/A OUTSIDE AIR m TF MrMTAT 19 PASS-TFiv AIR GIMI.L NOT ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC 00 EXTERIOR WALL ? y AIR RETURN SUCTION AND LIQUID y REFRIGERANT LINES y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO INTURN CONDENSNG UNIT TRAP DRAIN LINE AND TERMINATE N AN APROVED DRAIN, AS PER FBCR 6TH EDITION (20YT) MECHANICAL BLOC. CODE SECTION W1.2.4 HVAC DRAINS COUNTERSUNK CO. PLUG PIN. GRADE OR PAVMG SEE SPEC. 1'-8'Xa' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN) -_-- a I --- I I I QTNMS' FROM LIYITIGFROM ROOM ABOVE BEDROOM II I I\ ------ II I 1 t2Xe ---------- ----- cI I II 12XI2 m n E�iPASS TNRu BATH #2 D °II----------------------�r .-'��I I I 5 X 'I I 1UTCHEN I I I I I STOR. I I t I I / I `\ PA$. _______ 0 12X6 !I4 \� S' S/A \\ U FROM ABOVE FLEX FOYER III III - GARAGE y FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 " I'-0' W -I 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 VA"Abdesigngroup.eom AA M: 0003326 J a prig h N, f TJHDIV deI.DTBBOTT PARK LOT #1 BLK #15 PROJMCT# 04181.000-01151 MODEXc 4EHB "2605- HAYDEN" GAP.AGZ aKiNG: RIGHT PAGI9: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C 08/13/20 SICALE: 1/4"=1'-0" S EMT M1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 40T-7T4S078 FAX: 407-7744078 www.abtlasigngroup.com AA #: 0003326 N 14 4A d s EtMDIV. as LOT: ABBOTT PARK LOT #1 BLK #15 PROJL'CT* 04181.000-01151 HODEU 4EHB "2605- HAYDEN" GARAGE 9WMCi: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C ------------------------� SECOND FLOOR MECHANICAL PLAN SCALE, 1/4 • P-0' 2X4 TOP PLATE PRE -FAD TRJGG I CL4 DOARD 1/2' DRYWALL T'rf- SECURE DT. — PLATE TO SLAD W/ IDd MASONRY NAIL • 32' Or - MAX FIN. FLR 2X4 WOOD STUDS S24' OL. GLAD NOTE: 0TUVB IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (2)TYP. INT. WALL (NON-BRG.) lllD1 SCALE, 3/4'.I'-C' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWDJ.1 ON I}' O.S.B. SHEATHING OR p CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -0 TYP' ELEVATIONS O.N. VENTED SOFFIT I P I I 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM a OR 1/2' HIGH STRENGTH CLG. BOARD ENERGY CODE FORMS ATION R-VALUES R£NCE STRUCTURAL ELEVATION R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' Or- a, CMU 1/2, GYP. ILL. BID. - WOOD BASE — S' DIA SLEEVE, DO NOT CUT RE POND REAM NOT CUT SOLID doff= THE BOND RV (116 % _ SEMI (2) COURSE R:DMS PIPE THROUGH BOND BEAM SCALE, D/4'.1'•0' FIDEWALA66 SHNGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R50511 ON J' O.S.B. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG Tmm MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY AM RAL Em"sa LM ■ 28 GAS LINE THRU BLACK D ' ''' FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON J' O.S.B. emATHNG OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS IF!' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-0' TYP. O.H. Vl' TNICK 2 COAT - POPMAND 0101BR FLASTM AFM ovilmr TO MASOIRT Ra. To r om m STRCTYML I m 2.6 P.T. uD ATr/C$= TO R.L CALL Y No APPROVAL Ra ew eW Isoo . sAaaR Y.tA7Npe STW 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'-V-0' —2X4 SPF 24' O.C. MAX.- SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUE —PER STRUCTURAL DETAIL STIFFS ACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS E-ENG WD. TO" CONT.'2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J.PER ELEVATION 5/e' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24. OC. 1/2' GYP. ILL. BD. - WOOD BASE — FIBERGLASS SHNGLES OVER �30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.IJ ON J' 0A. B. SHEATHNG OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE ON. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \---PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FN. FLP-1 _ _ i, 0'-0' FK FLR 0'-0' FIN. FLR ;k— JU _ 0-0' FN. FLR a a. n W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: " " NO OPENING PER SECTION 905.1.1 - FOR ROOF I 5 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM .� 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 4869 TYPE IV, OR ASTM D 6151 (1)1-STORY GABLE BLOCK WALL -STORY GABLE BLOCK WALL D1 SCALE, 3/4'-1'-0' 1441 N. RONALD RE GAN BLVD, LONQWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 Fy �h1 Y 1 N of g `q3 r 400) S 8unDIV° a LioT. ABBOTT PARK LOT #1 BLK #15 PROJECT# 04181.00 -01151 MODELe 4EHB "2605- HAYDEN" GARAGE AWING: RIGHT PAGE: DETAILS 160 MPH EXP. C FIBERGLASS SHINGLES FIBERGLASS SHINNGLEB OVER W FELT PAPER OVER OW FELT PAPER OR SYNTHETIC OR 8YNT14ETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RW511 PER SECTION RWb.IJ ON J� O.SUS. SHEATHING ON &' Oba SHEATHING OR;' COX PLYWOOD OR k COX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. ER PRE-ENG WD. T ER 24' O.C. MAX EV TON 24' O.C. MAX. IfELEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION 15ATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCA IPER CALCB FOR VALUES VENTED ION. I 5/8' GYPSUM BOARD ELEVATIONS ON. 5/6' GYPSUM BOARD SOFFIT TYP. OR V2' HIGI4 STRENGTH TYR OR 1/2' W444 STRENGTH CLG. BOARD VENTED CLG. BOARD RENCE Ix2 FIRE -STOP SOFFIT w. Ix2 FIRE -STOP STRUCTURAL -4.I INSUL. REFERENCE -4.1INSUL. STRUCTURAL a w J WINDOW ATTACHMENT W J W AS PER MANUFACTURES SPECIFICATIONS —RIEFERENCE STRUCTURAL 3/4' T e G BUBFLOOR � 3/4' T e G SUBFLOOR GLUED AND NAILED A8 PER NAILING 1/2' THICK 2 COAT tt GLUED AND NAILED 1/2' THICK, 2 COAT r SCHEDULE PORTLAND CEMENT �w AS PER NAILING SCHEDULE PLASTER APPLIED PLASTER APPLED> DIRECTLY TO w DIRECTLY TO w MASONRY R MA80NRY w m R IX2 FIRE -STOP LEVATION IX2 FIRE -STOP LEVA ION SEE STRUCTURAL SEE STRUCTURAL , R R LEVATION LEv ION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGU STRENGTH BOARD CLG.DOARD R — — — LEv� 1X2 FIRE -STOP Oct FIRE -STOP R-4.1 INGUL. R-4.I INBUL. i I � I I > > W W WINDOW ATTACHMENNT A8 PER MANUFACTURES SPECIFICATIONS --REFERENCE STRUCTURAL 1/2' THICK 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. FURRING R DIRECTLY TO STPS • 24' O.C. PLASTER APPLIED STRIPS • 24' O.C. MASONRY 8' cmDIREGTLT TO 81 CMU MASONRY 1/2' GYP. ILL. ED. 1/2, GYP. WL. ED. WOOD BABE WFIRE-STOP WOOD EASE DO FIRE -STOP e e �¢p,pA, a w. ,a ,a q. n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'.I'-O' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-774AO78 www.abdesigngroup.com AA #: 0003326 Y [all r m # t 6 eUNDIV. de W . ABBOTT PARK LOT #1 BLK #15 PROJECT 04181.00t-01151 MODWU 4EHB "2605-HAYDEN" GARAGE awsxG: RIGHT PAGE: DETAILS 160 MPHIV. C TOP, 2X6 P.T. • CENTER OF DOOR HEADER SECURED 4u (1) IR' X a' J-DOLT SV 4' MIN, EMDEOP'ENT W 2' X 2' X LW WASHER 4 NUT OR W( (2) V)' X a' ANCHOR DOLTS W) 2' X 2' X IW WASHER 4 NUT SECURE 2x4 ON FLAT TO ELK ® SV MASONRY K"S, 2Xf OARAY! DOOR 6—=— m—v- ED YV (b) V2' X a' J-DOLT OR ANOMOR ® DOLTS, SV 4' Mal E'DEDMIENT, SV 2- X 2' X IW UASHER 4 NWT. (U WITHIN a' OF TOP. (U 2MNIN a OF THE DM (3)EVENLY SPACED. 09 10 (!W go - m a. NOTES. ALL ANCMCR6 SWILL DE IN ACCORDANCE TO MAKFA IURER'S INSTALLATION INSTRUCTIONS WWM SUfL bATOLACTIONa ARE 6Tm"", GARAGE DOOR it1BUCK ATTACHMENT 4cAts, N'.P-e' r1 LA t I'X4' OR I'>a' P.T. NAILER Ix4 P.T. OR % X4' MR SECURE THRI FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑W/ Vo' TAPCONS f(Mft SHAWL SIZE .14S MIN. NEAR SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING \`-DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') DOOR JAMB TO BLOCK +3/4 OR +5/4 T/04D01/ TO BLACK +3 4 0 +5 4 A SCALE: N.TA 2x4. m SECURE TO BLOCK W/ *a' TAFr%" OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y41 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6.m SECURE TO BLOCK W/2-Wb' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 8' CM16' O.C. MAX SPACING. )¢' DRYWALL 2XS,m ❑ I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-W(6' CASING TAPOONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 7DT=TACH JAMS OR WINDOW MIN. EMBEDMENT I Y4') TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-1 2" n VlNDOV TO BLACK +1-1 " k.t SCALE: KT S. 2X4m SECURE TO BLOCK W/ 2Ns' TAPOONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' OTC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO 15LOCK W/J-%' NON-STRUCTURAL TAFrO" TAPCON MIN. 144 (MIN, SHANK SIZE .14b EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 , CM711 MIN. EMBEDMENT I Y41 DRYWALL WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. X4. OR I'X2' P.T. NAILER 2X8:m D SECURE TO BLOCK W/2-i(s' j(4,' OAS* X 4' MIN. TAPCONB (MIN. 814ANK SIZE." DOOR CAbMG MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4/ ATTACH TO 2X PER WITHIN D' OF EACH END 4 MANUFACTURES DETAILS. IS. O.G MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB C AK++-15/lif 1-5 A OB K 8 SCALE. N.T.G. 2X4:- SECURE TO BLOCK W/ V TAPOONS (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IB' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb= SECURED THROUGH SECURE TO BLOCK UI/2-I)(b' NON-STRUCTURAL V(s' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1149 8. CM111 WITHIN 8' OF EACH END 4 )S• DRYWALL 18' OC MAX SPACING ❑ I'X4' OR I'X2' P.T. NAILER 2XD4 SEASTO BLOCK W/2-2)(s' OOR CASING (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANFACTURESDETAILS. IV O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 117ND011 TO HIACK +2 1 4s , KTA 2X4= SECUREGBLOCK W/ V TAPCON (MIN. SHANK SIZE J45 (MIR MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4'1 WITHIN 8' OF EACH END 4 STRUCTURAL 2x IS' Or -MAX BPACMCs. MUST DE ON OUTSIDE 4 2Xbm SECURED THROWN TO BLOCK W/2-,NON-STRUCTURAL SE,V. )(•' TAPGONS TAPCON MR 1 Y4 (MIN. SHANK SIZE .14b EMBEDMENT INTO 15LOCC MIN. HEAD SIZE 300 ' Cm MIN. EMiSEDMENT 149 ' DRYWALL WITHIN 8' OF EACH END 4 OR Da' P.T. NAILER 18' O.C. MAX SPACING. 2X8km �.X4* SECURE TO BLOCK U.V2-%* TAPCONS DOOR CASING (MIN. SHAW SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y1) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS- O.C. MAX SPACING MANFACTURES DETAILS. Nplr 4MM Y N®O TOIW�JYf tD0 MOI ply K') DOOR JAMB TO BLOCK +3" E SCALE. RT . 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIR HEAD SIZE 300 MIN. EMBEDMENT 1149 WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X 10' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6=0 SECURED THROUGH SECURE TO BLOCK WA-V NON-STRUCTURAL ' TAPCONS(MK SHANK SIZE TAPCON MIN. I Y4 .145 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MIR EMBEDMENT I Y49 8. cm 8' OF EACH END 4 K' DRYWALL IB' OG MAX SPACING 2X8=m ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%'WATTAC, ND 2X SECURE TO TAPCONB(MII,SHANK SIZETRUCTURAL MEMBER 145 /(2A2'd WITHIN 8' OF EACH MIN. HEAD SIZE 300ND 4 6' TO 8' O G. MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END/OOR JAMB OR WINDOW 18' O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F +" E: N.T 2X4a SECURE TO BLOCK a4' TAPCONS(MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys) NOTE. STRUCTURAL 2X WITHIN 8' OF EACH END J MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2Xb.m NON-STRUCTURAL i(b' SECURE TO BLOCK WA-1/4' TAPCON MR 144 TAPCONB(MIN. SHANK SIZE EMBEDMENT INTO BLOCK Ab MIN. HEAD SIZE JIM , CmMR EMBEDMENT I V), DRYWALL WITHIN 8' OF EACH END 4 18' Or- MAX SPACING. 'X4' OR IW' P.T. NAILER 2XSm SECURE TO BLOCK WA-V4' )(OAA X 4' MIN. TAPO" (MIN. SHANK SIZE .145 ASs' DOOR CING MIR 14EAD SIZE 300 MR EMBEDMENT 1 ) Y4 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OA:. MAX SPACING. MANUFACTURES DETAILS. xD1a o.T A/N�� mlues.wr tGorn/ iC�A') DOOR JAMB TO BLACK +3-7/18' 11HiDOR TO BLACK +3-7 18' C' SCALE: N.T.S. 2X4s SECURE TO BLOCK W/Y4 TAPOONS (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EAC44 END 4 NOTE; STRUCTURAL 2x 10' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROWN SECURE TO BLOCK WA-1/4' NON-STRUCTURAL V*' TAPCO.IS TAPCON MK I-V (MIN. SWANK SIZE .14b EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' C.M'pU WITHIN W OF EACH END 4 V DRYWALL 18' O.C. MAX SPACING. 1'X4' OR 1'X2' P.T. NAILER 2XSm SECURE TO BLOCK WA 1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHAM, SIZE J45 MIN. HEAD SIZE 300 LTTACH MIN. EMBEDMENT I Ys') OOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H W + 3 4' E: N.TA. 1441 N. RONALD REAGAN 8t LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003325 tI Y rr 4 aunDIH. to I407 ABBOTT PARK LOT #1 BLK #15 PROJECT# 04181.000-0 151 MODELIA 4EHB "2605—HAYDEN" GARAGE BWD?G: RIGHT PAGE: DETAILS 160 MPH E . C FD:A'jTNZT: 08/13/20: 1/4"=l'-0"T D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 23904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10532.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-113 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-115 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-RG THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE UTE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 1441 N. RONALD REAGAN SL LONGWOOD, FL327W PH: 407-774-6078 FAX 407-774.4078 www.abdoeigngroup.com AA #: 0003325 Y I Mill -LLL� SVJ3Dm & LOT. ABBOTT PARK LOT ##1 BLK ##15 PROJECT 04181. 0t- 1151 MODEIa 4EHB "2605- HAYDEN" GARAGE >sWMCI: RIGHT PAGE: PRODUCT APPROVAL LISTING 1 PH EXP. C AUG PRINT 08/13/20 DATE: 8CALE: 1/4"=1'-0" III!*== D4 OLroLo.rwo"R.A OL FOLD wugc . R.A s. cwAN . rt c ® KICKOUT DETAIL ® LROLD NY411D"PL4 a. atA.a • n. a aaAn.n.c a NOW rT. c am Pr. a ML n.o Tacw aorta+RAN= r 0 aorta+ sATa TOW NAL. POW. OQ umcwr. .Tl phy � I a _ aria Twrt wi. Sao a. .aaa oQ�otmr earN aw.ow WOOD SHEATHING OR CMU URB LAYER "I, STUCCO WRAP (FRAME ONLY) d' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 f TAPE OVER 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) WRB LATER 02 (FORTIFI5ER 5UILDING PAPER) METAL LATH STUCCO x—x—x—x SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / A5TM C-847-013, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) //► 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 h a a avaDm as 1.OT ABBOTT PARK LOT ##1 BLK ##15 PltOa =T* 04181.000-01151 WODZU 4EHB "2605- HAYDEN" GARAGIC 8101MG: RIGHT PAdID: WALL ASSEMBLY DETAILS 160 MPH W. C , -11,72 L D TM 08/13/20 aCA=: 1/4"=l'-0" 8*mmT WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 1_55. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER *MICK FLASH' PIPE THROUGH WALL 6' SELP ADHESIVE— FLASHMG (INSTALL PER MANUF. SPECSJ BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METED VERIFY LO MIiGN IV RC{„i-lVC 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 -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WERE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER el, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-z OVER 6® MI GRADE 'D, FELT-PROVII SEALANT AT JOINTS AND NTERSECTIC STEP *1 STEP *13 STEP *5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD RE AGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 0 I aPill I RII IE pppit EsusDm se LOT ABBOTT PARK LOT #1 BLK #15 PROJECT* 04181.000-01151 HODEIe 4EHB "2605-HAYDEN" OARAGE DWING: RIGHT 1 PAGE: WALL ASSEMBLY DETAILS 160 PH EXP. C LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAVER "2 (FORTIFI5ER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO 1� - '� L] SELF-ADHESIVE FLASHING - - - 2 1/2' CORNER BEAD (FASTENER 4 SPACING m 1' O.C.) Wrinl %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14-B CORNER BEAD C� BLOCK /I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngm'up.com AAih.0003325 u ppp aIS IP UDDly & LOT BBOTT PARK LOT #1 BLK #15 ROJECT# 04181.000-01151 HODEU 4EHB "2605— HAYDEN" GARAGE NWWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — • — BUILDINCa PAPER) METAL LATH x—x—x—x STUCCO NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOW NEYOND TRlcTla+ wo= &FEAnm !� ut OR 1fl616TNE WI.ARRER f"WilVE / lKA61:M REVEALP &IDeVG i \FLA&HeJGHMNG RAMNVb-ADHERINCt WWEATIORI« 616TNE RA STARTIR&TRP � WEARIER OW616TIVE \ &RA6 LF-ADMIRMG ALVDTAL 6ZAL� —r eldOD6. r!r! R CASH / \ / eIoODTRM MW` % I \ / OR APPIlOVID SEALANT w c.As i SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION e100D 6FEATNM6 LLEATHER RENTNE WAmmax �TaM�&&TE X?IvISOAPP4BATN F-A01lHLAGHG I \f s �\ \ MbTIVEDAPRIER P STARTER &TRP SEW&TNEAR --ADWEMNG GALW METAL GALVD METAL — •r FLASHING W FLASHM 14MDIN TRM PER ELEVATION HARDIE TRIM PER I ELEVATION \ 1 / AL GAP WtCQJLKWQ OR APPROVED SEALANT \\ {; SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32760 PN: 407.7748078 FAX- 407-7744078 www.abdoeigngroup.com AAA: 0003325 eUBDiv ae I.oT ABBOTT PARK LOT #1 BLK #15 PROJRCT* 04 81.000-01151 MODEZA 4EHB "2605- HAYDEN" OARAOR 811MG: RIGHT PAOS: WALL ASSEMBLY DETAILS 160 MPH EXP. C ._-i� 2x6 SUB-BAS1�7.--_ W/I'x4' NOTCH r.--�- - -- - END, WRAPPED IN PEEL : STICK 1\ 1' I — , DRIP EDGE F- -- --- - -- -- I 1/8' TEXTURED \ FINISH * WOOD I \ \\ I\ 1 1/8' Al 1/2' TEXTURED * CMU \ \\ ;'FINISH % \ \\ \\ \\ METAL FASCIA WRAP Ys' FROM \\ I \--- ----_------------------ STUCCO, I' FROM \ WOOD WALL \ \\� \ \--EXTERIOR WALL \ (FRAME OR CMU) �\ J--'�- \ \\ \\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEVATION ®PLAN A 1/0, TEXTURED FINISH * WOOD, V2' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP}' IN WOOD SHEATHING x x x x x x/ l OR cm S. 1 WRD LAYER h, x x x x x x STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x = WRB LAYER 7, FORTIFIBER x x x x x x x x x x x x x :' I BUILONG PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2 g� pgNp ROOFNG CEMENT x x x x x x x x x x x i x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT * I ©Ip L ^ �`I N ONLY • FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY -ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) TEXTURED FINISH * WOOD, 1/2' TEXTURED FINISH * CMU � / 2x& SUB -BAND W/I'x4' NOTCH * END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT * WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -V' SCABBED TO TRUSS W/126 NAILS 6'-8' O.C. MAX. 2x SUB -BAND WA�'x4' NOTCH * END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL @ WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH * 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. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL i STICK ROOF CEMENT * ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.807E FAX: 407-7744078 ..abdesigngroup.com AA#:0003325 3 40 0 1lvHmv. ae Liolcl ABBOTT PARK LOT #1 BLK #15 PRGJECT* 04181.000-01151 MODZU 4EHB "2605-HAYDEN" GANAGE E1111iNG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 XPH E . C F-ppA08/13/20 8CALE: 1/4"=l'-0" eiiEET WA6 �? I TE-1 28'-2- 3'-6" 8'-01 m I •" m I TOP OF SLAB m w 4" CONC. n SLAB 3 -------- FM-16x18— —1--- � it 4 I it I 101-V 11'-8" i i 'i i 4• PVC CHASE m Ix II 01-0. tv m (n I" TOP OF SLAB i i �I LL 4 ; j I R it I It it 20'-5" T-5" 11'-10" LL 9 i CW-12x12 1.1 _ 'I i i u Lis--- it Ii 6 5' O o: ii F 2 4 it i i t.t i 1 I vmi ii— ujLu �iiy p Uiia •a4o r e ma I V u U I I �n UP TO 2ND FLOOR N O �Vu I (FIELD VERIFY 0 I— iiw 8 EXACT LOCATION) " •' u 1.1 o it I I " 0 t xM^I N x ' #3 TRANSFER STEEL �"�{{ I Lu 24" O.C. MAX UI � �(d I � I 2 '-0" FIN. ELEV. `•' N FIN. CONC. SLAB 1'1 m I� 11 I �I m 4 ILL ao• ts•-0" r•1 • . L — FM-16x18— Im 4 A4 I LL m m � w 4" CONC. wa SLAB v FM-16x18 — — J LL • L---- FM-1----- Y 4 ' N FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -4.0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 10 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.OINDICATED #5 BAR, OINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS II REMARKS 6.6 W I A)eW 1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2)#5's (-)O'-0" FM-16x18 16" CONTINUOUS 18" - s + ,-0" FM-20x18 20" CONTINUOUS I - a (+ "-0" FMC-16x18 Is" CONTINUOUS 18" - c VARIES CW-12x12 12" SEE PLAN 12" - s - + •-0• CWC-12x12 12" SEE PLAN 12• - s - VARIES F-24x24 24' 24" 12" s a + 0"-0" TE-1 8" SEE PLAN 8" c _)10%—^ 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 wwwAbdesigngroup.com L AA #. 0003326 a BVHDIV" As LOT ABBOTT PARK LOT #1 BLK #15 PROJECT# 04181.000-01151 MODEL: 4EHB "2605- HAYDEN" GARAGE 8TfWQ: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C DRTNT ATE: 013/13/20 BCALE: 1/4"=1•-0" BFIEET sl IF 30„ MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED _ < STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND v — 4— CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS d SPACING REQUIREMENTS , ,FT-v Q a0 �v, t� GARAGE DOOR w J W I � � RECESS �� Q FM g25 U Z 8" CMU WALL O 8" CMU WALL l I , . 1 CORNER BARS, SAME SIZE AS LARGER BAR W w B' IN FOUNDATION WITH 30" LEG EACH Lu= +- 0'•0" WAY AT ALL CHANGES IN DIRECTIONS N TOP OF SLAB TOP OF SLAB I .., SO THAT THE STEEL REINF. IS CONTINUOUS . MATCH AMOUNT OF CONTINUOUS BARS �L° I CURB FOR •� d' ;• EXT. PORCH SLAB 111--__ SEE SLAB SCHEDULE SAR SIMASONRY ZE 48 BAR DIA. 4" CHAMFER (iSTORY) EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE - I .lu CONTINUOUS STEEL MONOLITHIC v, FOOTING REINFORCEMENT SEE SCHEDULE gyp. UNITS SET AT ELEV: W/ 1/2" ISOLATION JOINT (WHERE ♦ # 6" CHAMFER (2-STORY) #3 18" #4 24" W/ 112" ISOLATIONW... 4" CHAMFER (1STORY) �•,�,• 6" CHAMFER (2-STORY) 0'-0" APPLICABLE) Z SEE SCHEDULE JOINT (WHERE • +• EE SCHEDULE"APPLICABLE) Z ? ANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (19. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34 1'-0 n G scALE:a4°=1'-0" @ GARAGE CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4"=1'-0" 4 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN Lu 2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE G d PLANS FOR SPACING. SINGLE > N NEW REINF. BAR BTM. PLATE TO BE PT. O 0. SECURED Wl 2- PART PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2"CAPPED a 5 EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE ¢ 8", UNO NAIL 16" O/C STAGGERED. W/FLANGE @ BASE Q O FOLLOW ALL MANF. ADDITIONAL METAL In a I SPECIFICATIONS FOR r6 USE AND CONNECTORS NOT REQUIRED WHEN NO o PREPARATION OF w UPLIFT IS PRESENT. „ �„ • HOLE. Z cr �- LLI SEE SLAB SCHEDULE SECURE FLANGE TO `o' Q SLAB WI(4) il4" X 21/4" O O +- 0'-0' TAPCONSQ- TOP OF SLAB ..\.. ' a 4" CHAMFER(iSTORY) '�—•—.-.,-�°- . 6" CHAMFER (2-STORY) EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION p 8 5 6 SCALE:34"=,'-0 SCALE:34"=1'-0 (NO UPLIFT) SCALE:34`=1'0 LAP TOP PLATE A MIN. OF 48" �y AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED �/� PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL o SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT (Wj 2 REQUIRED WHEN NO K (L Z 8" CMU WALL UPLIFT IS PRESENT, POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (fYP.) to `o +- 0'-0" TOP Of SLAB n - TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING +- 0'-0" TOP OF SLAB . e• 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED 4' FROM ENDS AND SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) Z L� •� „ a 48 BAR DIA. > O ` CELL, W/ 112" ISOLATION 6" CHAMFER (2-STORY) 18" U16"O.C. VERTICALLY MAX JOINT (WHERE 24" APPLICABLE) Z MATCH STEEL 30"SEE D SCHEDULE 6" PVC CHASE REINFORCEMENT PFR SCHEDULE 36" 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 SCALE: 314"=1'-0" (NO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING 12 SCALE: 314"=V-0" SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN BI LONGWOOD,FL32750. PH: 407-774-6078 FAX: 407-7744078 www,abdesigngroup.com AA #: 0003325 Y pp 14 r a stnmlrV. 6e IAT: ABBOTT PARK LOT #1 BLK #15 PROJECT* 04181.000-01151 MODEL& 4EHB "2605— HAYDEN" GARAGE 811MG: RIGHT PAGE DETAILS %160 MPH EXP. C 17 0 n 08/13/20 8CALE: 1/4"=1'-0" 8*=mT S1.1A FIRST FLOOR DOWEL PLAN SCALE: 114" = T-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-7744078 www.abdestpgroup.com L AA 8: 0003325 a � . LLi 1 ki aysazv ae toz^: ABBOTT PARK LOT #1 BLK #15 PROJECT 04181.000-01151 MODMIA 4EHB "2605— HAYDEN" GARAGE awsxG: RIGHT PAGE: FIRST FLOOR DOWEL PLAN k..160,oKH EA C 17 aCALM: 1/4"=1'-0" 1 s1.2 TIE VERTICAL REBARc TO HORIZONTAL REBAR W/ 10" HOOK Z GROUTED BOND BEAM VARIES PER ELEV. a. .I a. 0. a O CLEAN OUT REQUIRED Q FOR INSPECTION -0" FIN. FLR. TIE RTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIN. z w #3 18" >O #4 24" U #5 30" #6 36" #7 42" HORIZONTAL/VERTICAL REINFORCING &A -SCALE: 3/4"=V-0" �w U NEW REINF. BAR a� SECURED Wl2-PART I EPDXY, MIN. EMBED 6" UNO = Q FOLLOW ALL MANF, U I SPECIFICATIONS FOR _ USE AND Q PREPARATION OF Z HOLE. w a '.a a. STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 34"=1'-0" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 18" METHOD #4 24" HORIZONTAL/VERTICAL #5 30" 6 REINFORCING #3�' 2 #7 az" SCALE: 3/4"=1'-0" #5 BARS am B" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONOWOOD, IF 3"W PH: 407-T74b078 FAX: 407-T7440T8 www.eb,rlgngroup.eom AA #: D003328 Y r C—LLL StMDM l6 LOT. ABBOTT PARK LOT #1 BLK #15 PROJECT 04181.00t-01151 MODSU 4EHB "2605— HAYDEN" GARAGE B IMG: RIGHT PADS: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 110 HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 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 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 DEICRUPTION REMARK D (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) W+xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 8x18 (1)#5 (1)#5 N/A GROUTED SOLID B82 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADSFOR U-LINTELS I SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS `arwGeBaO SAFE LOAD - POUNDS PER LINEAR FOOT `ase•�9Bw SAFE PLOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 811! en4a aFaw away aware slat swan s2om 4t7a/0 erfwe MMI-12 e4ae4e ae2o•1e etoao iW TYPE LENGTH &JE 8F! RCeW TYPE LENGTH I eFem start e21am IT array V=.IT ePrfr en4tt ar►am sett 4Prsr matt emm all' (42') PRECAST 2281 no wig SM ow am Mn ,or, a 0' N27 PST 1026 1024 1686 8'4' (42') PRECAST lm tee ar4 4m rr l"r mot am 4m ern ma an4 /oe14 11m tm Ter am 4m era l"r 70l" 4.4• (48') PRECAST 1988 mt yl" am Oar mt 704 ow 1'4• (4r) PRECAST 786 lea 1= BA• (48•) PRECAST tar ter am Me 41 rr eon aM 4m l"ts 7m m4 "m wm tar r00 70o el"e 4em em eom 4.4' IM PRECAST ( 1N9 tar l"t0 art air 4m ero rd (�� PRECAST 691 107a 4'4' (B47 PRECAST taw Tao xw will 4m 4n1 we err 4m $113 7m rR "M 17eo taw MW 1W am or 4711 r70 aM14' 1641 PRECAST 1217 tar 140 for 2m l"r am Oar B4' (649 PRECAST Ni 411 746 84' (a') PRECAST We t ma rr am art 4m tm aaa em 7a7 tl"e /ne Il1a rM am aM 4m V-10• f/D") PRECAST 1oe2 wee 1173 Im 70r tee Ter SMm (70) PRECAST 340 aa9 ere 6.10 lm) PRECAST are 31V am Mr 14M 2W 4ro ?in rm.ms-10 m tm m m 31w am 417a Rd tall M77 am rl" VP 4m ol" C4P lTa') PRECAST Sol 721 490 8'T Cre') PRECAST m art tale 2t77 30o al" as ra m taw I on am 2m am I sm T-r N07 PRECAST 74a 1011 17aa m@ 2m me ail" SM T4T' (SO') PRECAST 424 534 383 T41• (Bo') PRECAST TV woe 2m rr nw 17211 rl" 71r mt aer eon m 12x 1 On I 2m 1 Ter 1 mt 1 yr 9'•4• ii PRECAST ( 2.1 864 m wa tm =a am me mt 9'-4• (112� PRECAST 928 612 230 9•4• (112� PRECAST el" 7r 11 147{ 1r l"y fm m 1f16 /er m4 1/1a em el" m I tan 1 tm 1 tea I art 1 me ( 28� PRECAST f0'4! 1 476 m m im for V" ma me 1041• (128� PRECAST 'LS4 401 180 10'$ (12S') PRECAST eo am aN tta 1r 1 fl", m 1m fm 20r yet 47a m m wa wn 77r 2m rle 114• (180� PRECAST 882 m m tar ter 2m 31V 40r 11L• (1a89 PRECAST 200 462 164 11'•4' (1aS') PRECAST 474 ea m 1a7 r1 110 m m tm n4e fm l"y 4m 4% m 1 1aa w4a Ire l"y 12-0' (1M� PRECAST aaT W m f7a 104 21r tell am I" (w) PRECAST 2M 402 137 12'4• (1441 PRECAST am 4r 7r m 7 1m m en 12a tat 210 1m ear 4m m m tm mm ( SO') PRECAST 1ST' 1 298 4n m im us "m fm ou 18'•4• (eS0') PRECAST 217 824 110 184' (180� PRECAST 4r m m m m , tm m 7o foieRNR tm rr am m /eo it 17r wt ter 14.4• (ion PRECAST 279 4M m in 107 2117 2m W4' (16" PRECAST 206 203 100 14.41' (1w) PRECAST ao m m iM m im 4r m tm tear l"y ra 4n 4r m tm t t ta7 14'-6• (178') PRESIRE88ED N.R. M M M M M Ni 14'-0' (176') PI lA O N.R 284 91 14.4• (176•) PRESTRESSED m m m m m m an m m t 9r waf 17a1 4o m tm 224e rt7 y2 1B4• (184') PRESTRF88EDIN.R. MR 71 M 11 "" M 1B4• (184� PRESfl�ED N.R.250 83 16W (1641 PRmiNEDBED tM m l"a m m l"o m or m 1 l"t fm 4w no tm tm ra Mw IT4' PRFSTiiE89ED M M In W In M W4• X" PRESTRESSED NR 194 84 lrW Mn PRESI IN in m m 4r m m 7r m Tr ten mf�e7 /4A mm tm no ion eP-4' (23?') PRESIRE DN.R. M rt M M Im M 19'I' Cam') PRE8TRE8BED NA 14S 1W Ra27 PRESTRESSED m to m m m m 4q m m a" m 7O 1m m 4a 7a /m tm tm /70 D•♦' (�'1 P M M M M M M M 214• R�9 PRE N.R /26 12 21'�' ( PRESTRESSED $a w4 204 m m an m en 40 7l" m m m /00 to m m Be f1w tm tlr 22W (MI PR�IRE MA M M M M M M M .W, -W Cm.) PRESSED N.R.116 40 27-V (TS4J P 1y 787 nr m m m M ew 4y m m m m m 1n a1a m 7a 1047 em tm W-W (288') PRESIRMW NAR M M M M M M M 24'4• W PRESTfam N.R. 91 as 24'4• (W PREBTRESSED to 124 tm an m l"a m lee 4w m 40 m m m it m 460 ON 04 tm 12a2 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT RESAR, (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTCRETE MAY 2D16 EDMON - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUE8 STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MRi91M 4.OF BEARING PAST EACH SIDE OF WINDOW OP6MKi PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0128.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com L AA N: 0003325 104 i $ e UDDIV Ae LOT: ABBOTT PARK LOT #1 BLK #15 PROJECT 04181.00 -01151 HODIGI,e 4EHB "2605-HAYDEN" GARAGE ewn17G: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=V-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. ino". F = FILLED W/ GROUT U = UNFILLED P`yA -,� �,�0 8F 16-1 T/1 NOMINA� L HEIGHT # OF 5# 'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - iR1IMS INDICATES A DOUBLE BOND BEAM AND XFXX - IT/OM/9B INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW _T PRE -CAST "3114" WINDOW e SILL = `SLOPE M NOTES TO THE INSPECTOR/CONTRACTOR 1, PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. # OF #5'S, IN 2ND BOND BEAM COURSE /B # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALE:,,n"=r-0scALE:,,n"=r-0" SINGLE CORNER BAR, 3040 TURNED UP OR TURNENE D DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR T EACH SIDE A STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN OF BOND BEAM (DfELEVATION SCALE: 314"=13 4' =r BONDTYR E BOND BEAM TYR 8"x16" BOND BEAM 8x16 DEL. BONO TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM OF W/(1)#5 BARM GROUT SOLID FROM P LINTEL TO TOP OF BOOF OPENING BEAM, IF FILLED LINT SEE NOTE 5 8x8 PRE -CAST CONCR +OF LINTEL W/ (1)#5 BAR ( LENGTH OF BAR = WIMASONRY OPENING-2"BEAM DESIGNATION OR 8x8 PRE -CAST CONCRLINTEL, W/O STEEL (LTO PLAN FOR LOCATIo . WOODS8711011 FASTENIR PACM d. -2' MIN, 2 e MAX %= 2 r MIN, 9" MAX W y.l} MIN, 2}"MAX MIN, 2} MAX O. =2' MIN, 2 }" MAX 4 = 2 J' MIN, 9" MAX 9)216 e,-1}'MIN, 24' ea = t MIN, 2 }" MAX tl. -2" MIN, 2 }" MAX S. = 2 f MIN, 9" MAX I)� 4 =1 a MIN, 2 e MAV ea = t MIN, 2? MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. =SPACING BETWEEN ADJACENT FASTENERS IN A ROW A = SPACING BETWEEN ROWS OF FASTENERS y - EDGE DISTANCE G DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. i44i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 W W W.Bbdeslgngroup.com L AA #: 0003325 Y ds O a 6 fpptojmcT# vRaiv a# roT:BBOTT PARKLOT ##1BLK ##15 04181.000-01151 MODZIU 4EHB "2605- HAYDEN" GARAGE DWING: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: _ SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7, LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS 9B 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 — — — — 4;;� SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END 14 11 if 11 11 UNLESS OTHERWISE SHOWN DIFFERENT, It It to It It It to 11 If (n� it INpr Ir 11II 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON II II II II 1q' II II IpI (1 II II II II II II RATIONAL ANALYSIS. N 11 N II u II II rl II rr rr 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS n u n u n n n uup u n n u NOTED OTHERWISE, II II II II 'pnI II II 11 U Inn' II II I) II II II II If It 11 11 1 n to n It it I. II II 11 11 — n— n u It u J3 11 11 II u n u n 11 J2 J9 II TRUSS MANUFACTURER I ENGINEER NOTES: n n It It 4 1 II II II II 11 11 R a II h u II II It to I, It 11 11 It n 11 0 n 4 N N 1 II 1. ROOF GIRDERS 2 UPLIFT EXCESS OF 2,500 L8S SHALL BE FABRICATED W/ A BTM. CH 2x6 ORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS BM1 To cMu WALL w� a tou u II SIMP80N LOUNN$SDS W/ (4)j�' x4' TITEN HD ANCHORS AND (4)Y'x 27/i" II II II II 2x4 WOOD 8 WALL W/ L W1 II II 2x4 WOOD WALL W/ it Ii N Ir II II SYP. N0.2 STUDS � 12" O.C. n u it II II II III II WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS NOT / • • SYP. N 'I �I ARE SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. BOB SS OTOBA1,� 1' �— �/ n n n OF n STUDS rr a a N rr a rr It Ir 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO 12" O.C. N II II Ntltlp TRUSS CONNECTIONS. BM1 WOOD 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN'A LEAST 8" FROM THE CENTER OF THE COLUMN. Ir 1. L — 1 WALL WI STUD UNDER J4 I��1Vc II II II n u EACH JOIST u uto r-- ,l ---� — 3 106 9A Ik' � � 11 1 .1 n I I _ _ _ _ _ __ DBL STUD 4 o .1 11 1 �__ _— _ e== = 2X4 WOOD I(If II II Wl DBL. II P IOVID IIDRAFIi TOPPING it 4 SWALL TUD UN ER ALONG THIS TRUSS AS TO EACH JOIST REATO S.F. II _ PERFBLIMIT 02.12 PER FBCR 302.12 n n n n u .. u e 4 �_��; —� I J7 1 PRE-FABWCATED FLOOR 1. n n u u u n u n u u JOR1T8®24•D,D. II II II II II II II II II II R FIRE Ifs II II II II II II II 3/4"g(�B FLOOR 2. NAILER FOR DRAFT " �' II II I�• II II II it II II II PRE•ENG. _ STOP _ _ FLR. TRUSS u u n-/ n u u n n u u 1AL II II II II II II II II II it 1V�CJ3E ELEV. VIEW 1re FLR. JOISTS—� �r e ■ R x----------------PRE-ENG. EJ6E CJ1E— x 96 108 3 1 1 3/4" PLYWOOD�11 EGE DRAFT STOP �� I � W m N PRE-ENG. FLR. JOISTS 1 1l 11 f1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: V4" = V-0" (JOIST COLUMN SCHEDULE MARK 812E 8 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X8 (3 }("x5 j'x") SYP. HTT4 W/5/8" DIA x 5" S/S3.1A PT., WOOD POST EXP. BOLT li N. RONALD REAGAN Bt LONSWOOD, FL32760 PH:407-TT4a078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 as 11 If S h C � aLTBDIV. !t LOT: ABBOTT PARK LOT #1 BLK #15 PROJi&CT 04181.00�-01151 1[ODE7t 4EHB "2605-HAYDEN" awRwaa awnrTa: RIGHT PAt1M: FIRST FLOOR FRAMING PLAN %160 MPH EXP. C AUG D A-M' 08/13/20 axaaT S3 41) SIMPSON HETA16' (9)1 Od x 1 e NAILS TO {2) SIMPSON HETA161 (12) ISd x 1 }" NAILS T< DBL STRAP, i EACH S' OVER TRUSS (NOT SH {t) SIMPSON LGT2 GIF (IS) 1 Dd x 3 }' NAILS T (2) SIMPSON HETA16 WITH (12)16d x 3 J" NI W, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WI (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES C 24" O/C. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la lb lc TYPICAL TRUSS/�� GIRDER CONNECTOR(S) 8EeE8 BACKER BLOCK TFIC US 45W 314"WOODPANELS 6000 (2)1/2" WOOD PANELS 80 (2)1/2' WOOD PANELS 90 2x LUMBER .4 . • 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 1/Z' HIGH STRENGTH CLG. BOARD SECURE I -JOIST 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 112" GYP. WL. BD. I -JOIST CONNECTION @ L.B.W. Y SCALE:3/4"=1'-0" (NO UPLIFT) DEPTH 114.0 —HOLE EDGE -5/8" —HOLE DIAMETER < 2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE STUD NOTCHING $ AND BORING LIMITS SCALE: 1 1/2"=1'-0" EDGE >5/8" HOLE DIAMETER < 315.0 DBL. STUD ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA18 TRUSS ANCHOR WITH (9)10d x 1 } NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2X WOOD FASCIA " SEE ARCHITECTURAL 2x SECURED W/ (3)16d / GALV. COMMON NAILS. 1X2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 12"O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4, 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) k x 5" TITEN HO TO CMU AND (12) SOS }" x 2 k" TO GIRDER S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SOS �' x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) }" x 5'TITEN HD TO CMU AND (18) SDS }" x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) S s(:i)GIRDERCONNECTOR(S) TYPICAL ROOF SERIES BACKERBLOCK i)I O= 4111 3/4"WOOD PANELS woo (2) 1/Y WOOD PANELS 80 (2)1/2' WOO D PANELS 80 2x LUMBER LSTA1220 GAUGE W/ 10dx1/2 HOG COMMON NAILS. a EACH END TOTAL OF 10 LVUI-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18) 16d x 2-112" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB e. 4 LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-W A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3A4 WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. NAILS. TO JOIST FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 10. LBS W/ (2) W"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER AND (2)10&1.1/2" GALV. NAILS TO JOIST FL#17241 C - SIMPSON MIU3.56/16 G < 29M LBS, U < 210 LBS W/ (4) 314'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10&1-1/2' GALV. NAILS TO JOIST FL#17241 0 - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE-BOLTM-BOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < U55 LBS, U < 210 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 1Sd GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=V-0" 6'4" MAX (WIiX4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �--- TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" 1 X4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES ix4 BTM. CHORD BRACING 6-W O/C `-END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) iOd DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 24" 24' MAX. w/ I4OIST 8" MAX. SPACING END w/I-JOIST IN TYP. TYP. P. SF ACIN E F ING PLAN END OF MAX MA% MAX LEDGER BD. iR' EXP. .. RROM(2) 2X12 SYP P.T3/4' EXP. BOLT/J-BCLT W/Y EEDSORDlD E LEDGER BOARD TO BOLT/J$OLT W/2' WASHER & 517 TO BE USED 1. ENSURE THAT EXP. BE USED WITH IOOIST WASHER & 5 12' MIN. EMBED. (TYP) WITH IJ01ST BOLTS/JAOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS. B' ALL AROUND BOLT, FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF 40. 47_ to g 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 m � 4. EXP. BOLTS/J.0LT3 s.GULO NOT BE ANY CLOSER THAN 8" SYPPT Z O/C. Z rog 5. ONLY LEDGER INDIRECT ` (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK I SIZE BOLT SIZE EDBPACRD CENTRAL SPACM A DOUBLE SYP 2x8 117 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. &_WOODJOIST LEDGER DETAIL SCALE: 3/4"=V-U' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA.ft(2) TRUSSES WHERE TRUSS (DIAG. BRACE TOX-BRACING IS PRESENT AT COVER 5 TRUSSES)4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X' BRACESEAMS) 30'-1" TO W-0 (3) "X" BRACESECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTERTO BLK W/ 112" DIA. (2) W BRACE DIVIDED EQUALLYANCHOR BOLT W/ 2" FROM CENTER TO END,WASHER SET IN HIGH 2x WOOD FASCIA,STRENGTH EPDXY S" SEE ARCHITECTURALMIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PERO.C. MAX TRUSS ENG)CONT. 2x4 SECURED W/ 10d's @ EACH TRUSS TO BE INSTALLED I U-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS scALE:a/4">''-o" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"-1'-0" 144i N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-7746078 FAX 407-774.4078 www.abdoeigngroup.com L AA Ak 0003325 3 Q mmmmS B)VHDIV. de 2107 ABBOTT PARK LOT #1 BLK #15 PROJECT# 04181.000-01151 MODEI 4EHB "2605- HAYDEN" GARAGE 8Tf MG: RIGHT PAGE: DETAILS (I -JOIST) 16 PH EXP. C ITMOM A ABOUC 4CRA MNOWM D AM 08/13/20 CALE: 1/4"=1'-0" 3.1A NOT USED 1 SIMPSON H6 W/ (B)Sd COMMON NAILS 2x ST SIMUDS H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 -j I olsT LVL 112"HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL SCALE: 3/4"=1'-0" G) 8" CMU WALL REINF PER PLAN PER ELEVATION o 30UV PER ELEVATION (2) 2x4 P.T. W/ MASONRY NAILS 12" O.C. iX2 FIRE -STOP � I #8 WOOD SCREWS x 2" LONG 0 3" O.C.; STAGGERED OFF - CENTERLINE CENTERLINE AS SHOWN I 3/4 I -JOIST (SEE PATTERNSCREW N FRAMING PLAN) DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR , TO EXTERIOR WALL SCALE: &4"=1'-0" LONG 0 3 O SCREWS x 2" AS SHOWWNN O AS SHOWN BL. 2XIlSYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. 1 8" CMU WALL REINF PER PLAN PER ELEVATION Z _r SCREW PATTERN V= 0 ; PER LEVATION (SEE 2x4 P.T. CEILINI 24" M FRAMING G FRAMING PLAN) NAILER W/ MASONRY NAILS Q 12" O.C. 1X2FIRESTOP SECTION DETAIL AT I -JOISTS PARALLEL 1 TO EXTERIOR WALL 4 SCALE: 3/4"=V-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 AL ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) 24" O.C. MAX 0 2X4 DIAGONAL BTM. CHORD PERELEVATION, BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/Y HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH U <g00 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's W O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17230 PLANS FOR SPACING. SINGLE CONC.POURED xf BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING • o• SIMPSON SPH4 OR SPH6 BTM 1/2" GVP. WL. 80. AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ --CONT. 2x4 SECURED W/ (2) 10d'e @ EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH OD POST CONNECTIONS TRUSS TO BE INSTALLED @10•-0"O.C. MAX. EPDXY 5-1/2" EMBED. MIN. 0 16" 00a SSTRUSS/Wl " OC MAX. SCALE: 3/4"=1'- GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 TRLMTOPOST CONNECTION SCALE: 3/4"=l'-0" • " A: SIMPSON MTS-12 U < 980 LBS W/ (14) iOd GALV. NAILS. • E . 8 - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U < 4566 LBS VGT TO TRUSS WI (16) 114'k3"SDS, (1) 5M"° A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" SDS TO POST TRUSS CONNECTION L.B.W. P)BTTO BLAB CONNECTION 9a gb SCALE: 3/4"=1'4' A&B - SIMPSON ABU44Z POST BASE <U:1,800 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/.518 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5W A.B. WITH MIN, 7" EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH:4O7-774607E FAX: 407-7744078 www.abdoslgngroup.com L AA #: 0003325 SEEN r asips i, aosaIV. Ae IAT: 11 ABBOTT PARK LOT #1 BLK #15 PROJECT/1 04181.000-01151 MODEU 4EHB "2605— HAYDEN" GARAGE aWING: RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C PRE-ENGINEERED %1 VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.eom L AA 0, 0003325 Y yPi W � a IstMDM M LOT ABBOTT PARK LOT #1 BLK #15 P1eOJSCT 04181.000-01151 MODart 4EHB "2605- HAYDEN" GAl"01C SMMG: RIGHT PACE: DETAILS 160 AH EXP. C 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32760 PH: 407-7746078 FAX 407.7744078 www.abdoslgngroup.com L AA#:0003325 III flso a 4 BUBDIV. ae LOT ABBOTT PARK LOT #1 BLK #15 PROJECT 04181.00t-01151 MODEI,a 4EHB "2605- HAYDEN" GARAGE 9WING: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C SECOND FLOOR DECK PLAN SCALE: IA" = V-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 10d x 1 1/2• HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-W AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4• NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 9. PLACE 2A 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 C 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 DE✓�IR11"10IN REMARK Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW/ T,O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / TA.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 ra (Psi) SIZE WXH, REINFORCEMENT STIRRUPS REMARKS MID SIZE SPACING BO1 MASONRY 3000 8u1S ]:��5 (1)#5 N/A GROUTED SOLID B82 MASONRY 3000 8x8 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 0--4— SAFE LOAD - POUNDS PER LINEAR FOOT r'�w SAFP LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8UB erect e7sn "'I'm Brun rtea runs era's IM48 OW-0 simme ra4s aisle arum rate TYPE LENGTH Sue 8F8 RCMU TYPE LENGTH U&IT war rt24T 1Ftaar eru4T 1F7ear WAl-IT eraar ~T erl4ar epe-tt eP4►sr rat? 1gea7 74 f42"1 PRECAST 2231 aw 379 sm err me4 rm ua, 74' (42*) PRECAST 1025 IM4 IM 74• (4r) PRECAST am NN 4w ew Bin 7aBi 30n 4w Bill 7M7 er4 tew 7iw tw as 47e4 ms e1a 7mt 4'-0' (48`) PRECAST 1e66 mt 2751 am 4m wt 7w Bin 4'4' (4C) PRECAST 766 763 1309 4'4" (41W) PRECAST iw sw am ate 4m M00 W9 as 41 Bite aN sm two 1nm 1m sw am ale 4m as a0/e 4'4• �� PRECAST 1666 use Bin an arcs We eat am 4'4• � PRECAST W¢ 6B1 (� 4'd (� PRECAST 1m am 27or am 4w m1 em Biw 4m ell$ Ten eas 1=4 l,em tam aM 1W 3M 4m mt sm 6,4, (e4� PRECAST 1217 tw 14M ,w aM ma as 42a 6�• le4") PRECAST 411 411 746 6'-4• (64� PRECAST 1ne ale sm as 3On 4m tw 30a em as toll Bin 217e ml sm 31et 4m 8-10' 1709 PRECAST 1062 7f00 ,m ten am as am ano S•10• GD) PRECAST 810 938 816 6 10 (709 PRECAST m aw NOT an Ha 14M as 4m nes Bin me m tm am sw nr am Bia 74• (7n PRECAST 9m IM Bin aw 3M sm 4m m, e,4" (76") PRECAST 607 721 400 S4• (7e') PRECAST m am 3m aaa 120 Bin a4m all em t 1m m ,m7 Ma am tam m1 ms T4• (0C) PRECAST 748 tall t7a as sw M Bin sea T4• Mn PRECAST 424 634 383 T4' On PRECAST 7n a27 a 1011 tn" an sw mt eon em m as ta4 2m UN 2127 as WW (11 PRECAST 2") 654 - 11m 1m 25H aM ate ass Ste• (142') PRECAST 326 812 230 0'r4' (++r) PRECAST let 7a /4 1474 W nA 2w im tact tw 2MM ale 0110 m w taw Igo ,ea 3m ale 1V4' (126� PRECAST t76 w w an sw Im sm am 104• (128� PRECAST 234 401 160 10'4' (126� PRECAST m m w /ul ant w 7w tw aw z7n 47e4 w w 1ta ua tm sw aM 11'4' (198') PRECAST 802 92 w 1w tw 2M 3121 4w ++�'4• (186') PRECAST 200 452 154 114• (13r) PRECAST Qt w w 1m7 t 77a w w tw tm a421 na 4w 404 00T tm 00 t"16 nr 174• (7u� PRECAST 337 NO m tw ta4 m as as 174• (144� PRECAST 214 402 137 1r4" (1M� PRECAST 410 4a 7a m , IM w m tw Iw na as aw 4a w w lam , , sw 174' (1e� PRECAST 266 m m Im tm low ate aw 171• (t00') PRECAST 217 324 110 174' (160� PRECAST 411 w o07 M w l 1m m >m Im /4M tw nil an 4a 4m M IIa 11 I1q 14'-0' (166� PRECAST 27l 4M 7m tom /ass ten na am 14'4• (10" PRECAST 205 293 100 14%W (166� PRECAST w w w 7a w 1m 4M is 1002 im 1en na aMD 40 Ise 7n tw 1 lea u'4 (176� PRESIRE88E0 NA M NR M M M M M 1Y 6• (179) PRESTRESSED NA 284 61 14'4• (+76') PR�TRF96FD m w w w m m m m m m 1131 Im w m /m mm ns MY 2M2 16'-4- (184") PREFIRISI ED N.R. M M NR M NR M 16V• (1841 PRESt ESED N.R.250 63 1" (1841 PREKIREBBEDj13v12.n w en m w lee Bit tw Bis 7n tw +7n awe am a13 1T-4• f ") PRE87RE86ED NR M M M M M M 1T4• (106'1 PRES(RE86E0 NA 194 64 1r4• /�7 PRE1S11iE8BED30, 4a w S" 70 m 7a tall en "n w w m tm 7w nM a47 IV-4- (23!'1' PRESTRESSED N.R. M M M M M M M /V-1• (2�2"(P N.R. 146 62 1P•4' (t32") PRESTRESSED aM 40 447 m en at W. 7a toll sfb 4m 7m Iw Im loll 1740 214• Mn PRESTRESSED N.R. M M M NR M M 2Y4" On PRESTREBW N.R 125 @ 21'•4• (2�"1 PREE11.1 ® m m m 410 7a w w w /w tm w w w 77w 7w tw 2r4• (254) P N.R. M NR M M4 M M M M 72„4" PH-) PRESTRESSED NA 11e 40 2r4• PH-) PAS m m m 6/a 4a w w m m m la m 7a IOU ,w iw 2C-0" (266•) PRE6iRE88ED N.R M M M M M M M 21'-0' ( 7 PRt3TIiM88ED NA 01 33 24'-0• ct66") PR�l17EB8ED w w w /e6 A 4n 4mod 4a MA mto m m 4a w sm t0a 17a (#) 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 TA1®I FROM •SAFE LOAD TARW BY CASTCRETE MAY 2015 EDITION - PRECAST PRo011CT8 BY OTTERS TO MEET OR EXCEED VALUES STATED ASOa ALL PRECAST PRODUCTS ARE TO BE 61STALLED PER MANUFACTURED SPECIFICATIONS - PRDIAOE MMMOUM C OF REARM PAST EACH SM OF WPWOW OPMM PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 r---I L--J 8F8-1T/0M/0B 1----------� ------ U.N.O. PROVIDE B82 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'4" 8F61T/OM/OB 8F8-1T/0M/0B 8F8-1T/0M/0B i 1 � t=-+•--------------------------- ------------------------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32150 PH:4O7-774-6078 FAX: 407-7744078 ww"'Abdeslgegroup.com L AA#:0003325 13 u k O mtr>9a:v m IAT: ABBOTT PARK LOT ##1 BLK ##15 PROJECT 04181.001-01151 MODEZA 4EHB "2605- HAYDEN" GARAGE 971ING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C m SCALE: 1/4"=1'-0" 1 s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 9-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 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 SIZE A BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT W0.t 4X8 (3 Y,"x5 X") SYR HTT4 W/5/8" DIA x 5" S/S3.tA PT., WOOD POST EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" = V-0" IS N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesl$ngroup.com AA N: 0003325 g I?i J u mm BvsDIV as IJOT: ABBOTT PARK LOT ##1 BLK ##15 PMJZCTp 04181.000-01151 UODa� 4EHB "2605-HAYDEN" GARAGE 911117ea: RIGHT PAOR: ROOF FRNAMING PLA AND NOTES 160 MPH EXP. C GABLE -FIA A ROOF WIND DESIGN PRESSURES NEt(GROSs) ASCE 7-10 ZONE 1 = 23.79 PSF (3379) ZONE 2 = 39.48 PSF (4148) ZONE 3 = 67.16 PSF (77.16) 'A'= 4!-W END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR IQ" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 8' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 6 4' O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. A ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 wilm- (� RINGS SCREW SHANK P R I PER INCH) 8d SCREW SHANK 2 1/2" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1684 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 112" COX OR 7116" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT CDC, AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP 8 BOTTOM EDGES .. J ZS m W Z U n J n O Z . CZZ, Y 0' z rn Z W zCD O W Y a =U N O z `a _J Y Z Q W W S O U W LU U = U N� O $ w a lk- TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. -� RAFTER OR TRUSS ROOF SHEATHING --. z 8 g �3 U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 6" O.C. IN FIELD ` C8d RING SHANK GUN NAILS G 12- O.C. IN FIELD or 8d x 2 1Y2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.8.jN FIELD J\ TYP. 3/4" TSG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC4R 2017, SIN EDITION ACI 318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACT 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND ALSO SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf 20 psf TOP CHORD -noncono -rt 10 psf BTM CHORD -wm oorwonsnt DEAD LOAD DEAD LOAD 15 psi TOP CHORD 20 PSI TOP CHORD (7 paf W/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 paf BTM CHORD 5 pat BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I Op5f BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD SPEED -100 MPH 3- SECOND GUST (ASCE 7.10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10ps1, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pa1, GUARD IN -FILL COMPONENTS: 50ps1, PASSENGER VEHICLE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40ps1, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS 70 QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATKNd: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 Ps, 1 FOOTING EXCAVATIONS AND SUB 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 Q-1657. TREAT ALL SOIL FOR TERMITE PROTECTION. All AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMJAI AGGREGATE SIZE SHAL BE 318. WOOD: PROVIDE 9%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF, ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMBERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb =1100 PSI AND A MODULUS OF PROVIDE 9-MIL CONTINUOUS POLYETHR.ENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSONIGROUND MORE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS SEAMS UPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 025 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING. AND BRACING FOR ALL CONCRETE BEAMS, SUBS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACT 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM AT65, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACT WOOD TRUSSES: 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 SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 80 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACT STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR . 25' #6 BAR - 30" #5 BAR - 30" #7 BAR • 47' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL-0LATE-CONNECTED-WOOD TRUSS CONSTRUCTION:, AND TPINVTCA BCSI 1' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR 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. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF S FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS S ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 00 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 WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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. "SPECIFICATION MASONRY STRUCTURES" (ACT 530/ ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C•90, GRADE Pm - 1600 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MD(SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S' TO 10-. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. 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. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING, SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION. BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38, Fy = 36 kal FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy - 46 Kai. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy - 35 kel. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DENGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE FAX PRIOR TO OTHER BOLTS BE THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED SN- PRIOR TO THE ADDITION OF PLASTICIZER INACCORDLL NCE WITH THEBOLTSWITHWASHENSUNOER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF AG 301 AND ASTM C44 OR MEASURING, MXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, JSOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIRE ALLOWED FROM WHEN WATER S ADDED TO THE MIX UNTIL IT IS DEPOSITED W ITS FINAL POSITION SWILL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THEE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE MATH THE ABDVE. REOURED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: 1.1/2" FOR A6AND SMALLER 2' FOR 118 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-1/2"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BU K FASTENERS FASTENER APPLIGTpN 9� TYPE SPACING REAAARx9 APPLIGTpN 9Qf TYPE SPACING REAVAK4 1-FGRRINOTO CA9EHARDENEDODII GAMGEDOORBUIX RIP DIA. TAPCONAw90NRY I-EAIBEO..PENDDWT., AM9gVRY ICON:, NNLI III LONG. 8'dC TO MVONRYICONC. NOWASHER FASTENER POF IIII EDGE GIST. 9CD, AL. w.DO0R4 CASE HARDENEDCOIL PO/C WMDDN/OOOW FASTENED GARAGEDOORBUGK -DIA, W/ EXPANSION BOLT N'OIC rEWED.,4-ENDDIST., fa PT, SEE No- NAIL I III -LONG. _.E.. INTO AIASOIJRYICONC. TO MASONRYIyJNC. WARNER 3"EDGE DIET. WINDOW KICK GASEHARDENEDCOIL II'- WNDC 00N FASTENED .-TO CONTACT THIS ENGINEER FOR SPACING 1G PT, SEE NOTES RAILI III LONG. STAGGERED INTO soNRYlcoNc. nIASGNRYICDND. REQUIREMENTS E%T.9WING DOOR (2)118row. TAPCOM IPdG IIII ENOED,S'ENO, NON ­"WOOD IYL" E.-1"EAIBED.1"END EL -PT, SEENOTE6 Now-E.FASTNfR GIST., I- EDGE MST. WALL TO GONG. SLAB WIENER BOLT GE G"EDGE DIST, 2. PT wwooweua 0.1G5'PAF A2IAT a'dC PENp. DLIT.,I1? PT tO STEEL COL., SEE NOTf 5 WI WASHER STAGGETED EDGE GIST. I. ST70MLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-27 HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA N: 0003325 M Y M W h R 9VSDIV So VAT ABBOTT PARR LOT #1 BLK #15 PROJECT 04181.00t-01151 MODEL' 4EHB "2605- HAYDEN" GARAGE DWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 5 r�{� �GF'S6 ,�