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HomeMy WebLinkAbout7790 Sail Clover Ln99 1828-4EBB-CAL199 vc, H OMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -IWMA NODDING =& F23M MAL ASV. ABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DR�`�E TM WMN (2020' -ALL IDCAL AND STATE CODIS -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MDT. INTERIOR FINISH _ CLASS B A/C ADT. BAD CL CAB CI,G. AIR CONDITIONING ALTERNATE BOOARRD °E CENTERLINE CABINET CEILING LUM �R. MT MTD. MTL. N.T.S. LUMINOUS MANUFACTURER MMIETA�IRESHOLD MOUNTED METAL NOT TO SCALE 0V,6118 CD'6166UED ARCHITECTURAL SHEET DESCRIPTION OVBAS 2011 FBC UPDATE PG Cl-COVER SHEET PG GN—GENERAL NOTES OMAD CDs FIE -ISSUED 024VID SIDINGELEVATLON6ADDED 83aN1ne CD5 RE-I68UED TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC HIND SPEED - Vult=160 MPH Vasd=124 MPH _ :1�STOORY RESIDENCE - C -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CLR CONC CPT. DT DBL CLEAR CONCRETE CARPET CERAMIC �E DOUBLE O.0 PL P.B. PPLL7 PLYWD ON CENTER PROPERTY LINE PUSHBUTTON PLATE PLYWOOD PG Al —FLOOR PLAN PG A2D—ELEVATIONS "D" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG 04Ayly FOOTING REVISION PER M. BOWES ft�1� CDs D 02AWM ADDED OJRDLESSFOOTERATGARAGE DETAIL (FORT MYERS) 62MAS "MANtbb*M AND STATE CODES ow. DIAAME R� RT. PAIR PG Ml—MECHANICAL PLAN 034M REVISED LINTEL SIZE AT FRONT ENTRY DOOR DIM, DISP. DP. DR. D.S DTL. DW DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER R. RAD, R.A.G. REF. RM RO. S.C. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING IN SOLCOREEXTDR PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl —WALL ASSEMBLY DETAILS ' STATE OF FLORIDA PROFESSIONAL ARCHITECT: r SQ.FT. CAM'S 04/24/15 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELBI 04/24/16 REVISED HVAC VOLUMES ON SLIT CALL SCHEDULE (MELB) LIVING. 1028GaFT. 06MAB ADDED' EXTERIOR MONO DEEP HOOTER' DETAIL12/61.A(OR.) ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: 407 774-4078 ( )06/osn0 GARAGE 430 Sa FT ENTRY 1615a FT. LANAI 80 60. FT. TOTAL 2_62 60. FT. EA. ELEV F.Q. EXH. EXT. F0/FX. F G. FIN. FLR FLUOR. FRDR. FTG GA. OAR. DISP. G.F.M. GL. EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL INTERRUPTERGROR`AULT `�`NT GLASS S.D. S.H. SHT. SHTHG. SFnvR 8M SL. SL.GL. STD. Sws TE II. THK. T.O.C. TO, T.O.S. TYP. SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WAI.L SECTION TEMPERED GLASS TFICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 8fd21/19 ADDED LED LIGHTS • KITCHEN 4 BATH OWE PER MAR, B8 01/I?VI9 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) OBMg ELEVATION LOUVER• GABLE ROOF 10R8/19 ADDED OPT. 8'-0' CEILNG HEIGHTS 0V&20 REPLACE UOP CONNECTORS WITH 5"%ON CONNECTORS 6"We REVISE EWAVENT RADON PLAN DIMENSIONS 04/0VIC OPT. W-O' CLG. HGT.- ADDED LED L*HT M FOYER 04/OWO OPT. 81-0' CLG. HOT. ELEVATION 'C'- REVISED HEEIGHT OF ARCHWAY ADDED ELEVATIONS L' 41M (oRu STRUCTURAL SHEET # DESCRIPTION GYP. BD. H.B. RC HDR. HOT. OR LIT WT. GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER BILL INSULATION TI INTERIOR U.N.O. v.P. W. W/ W/H W.I. UNLESS NOTED OTHERWISE VAPORPROOF WASHER �D WATER WINDOW WROUGHT IRON MAID ADDED ELEVATIONS 1MG'•1MN'-T18' (ORL) PG Sl—FOUNDATION PLAN PG S1.IA—DETAILS PG SI.2—DOWEL PLAN PG S1.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. "All 2020MCWDATE 030341 ADDED 5OWIT DETAILS m4416Q1 ADDED ELEVATIONS N' 4 '0' (oRu 04R141 ADDED STONE OPTION ELEVATION Yd (MELBOURNE) 05/0141 ADDED ELEVATIONS'P' 4 'a' (OR-) PG S2—LIFT BEAM PLAN AND NOTES 08/Mi ADDED DEN OPT. (TAMPA 4 FT MYERS) IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES ORDER TO BUH.D THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS CLARIFICATION. PG SNl—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDI —SOFFIT DETAILS RF'9 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECT'S OF THE %ONSTRUCTION BASED ON THE DRAWING SET. -1 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 MEN 'I N W f O x aUBDIV. do LOT ABBOTT PARK LOT #13 BLK. #9 PROJECT* 04181.000-13091 MODEL' 4EBB "1828-CALI" GARAOE SWING: LEFT PAGE: COVER SHEET 160 MPH W. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) 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 FBCR 2020 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 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 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE NTH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. END LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 N8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 %sINCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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 (NOS) 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 ENGINEEREDWOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMIALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %/ PVC (SCHEDULE 40), INSULATED WITH'"/:" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" 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, 1l2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEIUNGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFRM 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) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 dd �i o _LL stMDIV. S. LOT ABBOTT PARK LOT #13 BLK. #9 PROJECT* 04181.000-13091 MODEL 4EBB "1828-CALL" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPHAV. C 1 BCALE: 1/4"=1"-0'" 1 CONTROL DATE: 12/10/20 (RM) GN U �W 3SI-A' _! ���Rllo +_ � ollO��EEEREIOII�RII�R�R�Io � i ol����llo olio 0 � '11 � _ o a�' 11 0llll0 — A 11 lot 0 o IN 1 11 = 0 of e �'® o •. . ATTIC )'r7nGq rV' e O REQ. • Emo . _- .CODE . uo i . I 1 FOYER o il' 11 olll: . -110 i EMY--------------------- m oil�Rllo oIlEE1 ol1EEEUlio ollE��E�Io FLOOR PLAN SCALE: 1/4' . I'-0' SQ.FT. CALC. S LIVING 1,028 SO. FT. GARAGE 430 SO. FT. ENTRY 16 SQ. FT. LANAI 88 60. FT. TOTAL 2.362 SG. FT. 00Ip010ff AIDCLAOGI=10DIUMM IAMRIDEWON EFOR3 AM I Da818 OPBOOB sma DOZE IIOIRHSNDM RBWRB ARDTR'E FOOTAGE MIN, WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA 16010 O.HD, 112 5 28.2/-31.5 12'xl2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vuli) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = Il'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 000MOLDA1601101/21 lz DESL. TOP PLATE 0 in BAR DETAIL HDR. DTL. A SCALE: I/2'•I'-0' B SCALE: I/t . I'-0' NOTE: HEADER FINISH TO ESE PER COMMUNITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS ESETWEEN THE GARAGE AND RESIDENCE SHALL ESE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. i N. RONALD REAGAN St LONGWOOD,FL32750 PH: 407-774-5078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 SUHDI:V. & LOT. ABBOTT PARK LOT #13 BLK. #9 PROJECT# 04181.000-13091 MODEL. 4EBB "1828—CALI" GARAGE SVfMG: LEFT PAGE: FLOOR PLAN 160 MPH EA C D TE 8/15/21 SCALE: 1/4"=1'-0" SHEET Al - _-,��i�'V�111�1�11_i_mlll�l�l_11m111_�II FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A LAP SIDING AS SPECIFIED (TYR ) SHINGLE ROOF FYPON BKTIIXIT OR EQUIVALENT 8'-0' BRG. FKaT. 16'X62' FYPON DECORATIVE SHUTTERS OR 4B EQUIVALENT TTP. I �4' RAISED BAND (TYP.) 0'- LR OFF RIDGE VENT 8'-0' BRG. HGT. 4B 1 1 0'-0' FIN. FLRI OFF RIDGE VENT OFF RIDGE T REAR ELEVATION SCALE: 1/4 • I'-m' TEXTURED FINISH 0'-0' FIN. FLR $_---_---_-_-_-_---_-------- _ ----------------------- - 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 • I'-m' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT :o �'- ----------------------- ------------------- RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 4REAOFATTIC = 2364 SQ. FT. NET FREEVENTILATION AREA REQUIRED = 1/30D REQUIRED VENTILATION AREA = 2364/30D = 7.88 VENTILATION AREA XSO, INCHES PER FT, (144) = 1134.72 SQ IN. MIN. REQUIREDVENTILATION . .5X 1134,72 IN UPPER PORTION OF ATTIC - 567.36 SO, IN, OFF RIDGE VENTILATION ARFA = i155Q. IN. PER VENT 567.36 /115 TOTAL# OF VENTS REQUIRED 4,93357 TOTAL# OF VENTS PROVIDED = 5 -AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL' NO OVERHANGS INCLUDED) 8'-0' BRG. HGT. El E] 2 I I TYP. q0'-O'FIN.FLR : A DECO. ' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA N: 0003325 Ail �so i BUBDIV. 49 LOT: ABBOTT PARK LOT #13 BLK. #9 PROJECT* 04181.000-13091 HODEL: 4EBB "1828-CALI" GARAGE BMWO: LEFT PAGE: ELEVATIONS IF D" %160 MPH C DATE: 6/15/21 SCALE: 1/4"=1'-0" SHEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e DSV OUTLET 20 Air DINGLE POLE IWV` OUTLET Ilov OUTLET in OF OUTLET MRED TO GMTCw OP1 IIOV OUTLET !GAPED WR21SD PAW. R REMGTANT TYPE) "B"TAIERYPE) ao 220V OUTLET (4) wm CONNECTION EXT. WATERPROOF W09W FAULT GFI OUTLETIt INIEIURPIR BUETCH 61 MBTCH 3-WAY OPER $4 BMTCH I 4-WAN OPER WALL MOUNTED ' V \ l LIGHT CEILING LIGHT © LED CLG LIGHT ©Vp LED VAPOR PROOF L04T O VF' VAPOR PROCP LIGHT 0 Rlmmo CAN eVENT. PAN I OPM PER GG FT. VENT. PAN uI,LnFTr I CR7 PER GQ M. v FWTuc roPEcs TSD Br MLOM RUCut - ® (RED J A-A-M AROUD 7.BUlp WRAP (FSAWLG HTMNT.J AROND >� 2' FWDINEIC& T 4' FLOORIEGGE IT is •�--�- a W TRKX LIGHT O PANEL 9� METER OS.D. BIMOKE DEreerOle BAD T Lw I WAU. MOIEIIF.D EMCKE DETECTOR B ATT. SACK -HP IIILN9Ell111filt ®omwCAROM 6/CA DEROTOR rtaER CONNECTED ONALL BE A DISTANCE 1 OF NOT LNG THEN 4' PROM WALL PEDANT LOW NATkAL GAG 10- TELEI JACK WATER HEATER 1?� BC-BLE1lAflBLB anDyEE Ono DIGOONCT Al .11; GIG am roSI ON DISCON BCT TELEVISION JACK MEIN BOX TO Om OIPPORED IN O J•BOX /OCOIOA & J BOX MART® AGS SUCH FOR wAllftcylam CELING BOX CEILM FAN4,041 TO EEI SUPPORTED IN ACCORDANCE IV BOX MARQD AS SUCH FOR INOPBOTION �noa 24- INCANDESCENT LIGHT STEP AIIDnIIn 2G' INCANDESCENT LIGHT GTIEP Dnnnnnnn 4F LIGHT WIMP WIMRP P ROQO LIGHT IGTF OPT. GEC URITY KlTPAD PD. NeH•BUTTON PORCWM USB PORT • LOCATION OF TV JACKS N PHONE OUTLBTS 4 PANS TO BE VIEWED E NOFlCUNM PRE -CONSTRUCTION MEETING. • ALL B A 20 AMP BR NC ' 0114MITO TO BE ARC FAULT PROTECTED PER ELECTRCAL PROVISIONS OF mm TT41 EaTIx- MO]O) N Na•r_ m_ 2en EDITION. • 20 AMP DEDICATED LAUNDRY CUCUIT. • GR ° ISLAND (NOT ON KITGOU CIRCWT) • DIbGWMER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM IDWAWT PAN TO HAVE MN CAPACITY OF SO CRT INTEIRMIMENT PER ELECTWCAL FROVISIOPIS OF GECTICN MISM3 PBOE TTu ED Wee) • LAUNDRY ROOM RECEPTACLE SHGROUND FAULT 0E000IT-MEIBOIPTER NOTECTION FOG PERlCNQL ON FEEDERS • MIRING METN= SHALL BE NON METALLIC CABLE PER ELECTRCAL PROV 61" OF ALL WORD TO COMPLY MTN ELECTRCAL PROVISIONS OF 71E FBCJE'ITH BD t20201 • Au LAtrG SHALL eE SELECTED BY RUU_DER AND TGG O, Lmwm MAT BE !)L.R1T EFFICIENT TYPE F4R RESIDENTIAL ENIIII!A11Y E FUNCY) 2029, TM EDITION R404J Iml 1 \ I I I I 1 BDRM.#1 F'RE-WIRED \\ CLG FAN \ im I LANAI LIVING ROOM ? CEILING MTD. LIGHT Ff�_wIRED`\ TO BE �. .� GLG FAN , INSTALLED, FRE-WIRED L' / `J F'ROVIDE ,,?f CLG FAN J-BOX FOR C ElwI I OPT. FAN El \ - 7 \ t DIR OM I I I y -b• I 1 LA BDRMJ Fin F RE-Wll IED CLG FAN r IF RA qp =- �- GFI . I �- I / BOLLARD / AS REa / PER BLDG. WALL MOUNTED CODE LIGHT W/SWITCH IN / ATTIC / / / GFI • CLG. )..( METER 44�11 z OUTLET KEYLESS FIELD Q FIXTURE VERIFY IL LOG. IRRIGATION OUTLET E 48' AFF. ' GFI GARAGE ------ ITCH IN CABINET GFI L - - - - - L GFI I DW SINK OUTLET \ / FOR Dw �.p, KITCHEN--- 1 PAX / 1 RANGE / \ GFI O GFI / / I HOOD WIRE w/ OUTLET FOR I FUTURE MICRO L C`. ,7 1 #/BDRM.i3 1 , I / PRE -WIRED / CLG FAN I I V I I L II 4t7 I I I , \ BDRM.# / \ \ FIRE -WIRED CLG FAN OF'T.-----_.-------------- COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • P-0' tt I I °L I I I I 9 I I in I I I I � I LED LIGHTING @ DOUBLE LAV. BATH M 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS GHALL COMPLY W n4 ELECTRICAL FISOVISIOHS OF THE FBOR TTH EDI'[ION l2020), R LOCAL CODED, AND ALL LOCAL FOR COMPANY WGIM EF@NTS. Q ALL CONDUCTORS SHALL BE TYPE THFWi/EN UNLESS NOTED OTIERIIISE POUIR COMPA T1E.41'ISPOR'ER 1-I12" CIA GCHEDULE SO PVC CONDUIT OR PROVIDE 3 '2A0 ALUMINUM (AL) N 2" DIA SCHNIX" M PVC CONDUIT UNLESS GBISVICE 0 PROVIDED BT THE BLECTRC COMPANY. COORDINATE MTH THE ELECTRIC COMPANY PRIGS TO BID, I I I LED LIGHTING C SINGLE LAV. BATH -2 PROVIDE 3VM CU. TWM • FIG CU IN 2' CONDUIT OR 3 WO AL, THUN • IR CUM 2' CONDUIT OS 210 AL. BER (CONDUIT TO TERMNATE ABOVE 60MIT • OVERHANG) CO'6NATION SERVICE DISCONNECT SMTCH AND BO AMP OOR40 VOLT 0M ELECTRIC METER IN EN NBMA 3R CI.B I PHASE Mlo PAtlL TELEP4K!! SCRAG! OABLC TCLEVI610N EITIE4INCE 6BMCC CNTRANCE SOLST'BNT EOUI'TTCM INTE ODN6 . AT L LOW TERMINAL OW VOLTAGE CO CU SEEVICB GROUND CONNECTED TO CONOIETE ENCASED FOOTBR STEEL PER F14 ELECTRICAL PROVISIONS OF TIE PBCR MTH !Q{D@N1107O1. ...IAx G FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA G: 0003325 m 14 a rr S # Q�'� ' -A QQy �sj I' N so sUBDIV. de LOT: ABBOTT PARK LOT #13 BLK. #9 PROJECT* 04181.000-13091 IWO-DET- 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: ELECTRICAL PLAN 16 PH A. C ji A.s"Am-a- g 15 21 DATE / / 19CALX- 1/4"=1'-0" >9HEET E1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SNAL,L BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER MC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603, 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TW EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFOWS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 6033 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLOC. CODE SECTION 3013.4 HVAC DRAINS SCORIATED NICKEL /� FIN. FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560" INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC TFL00R SLAB CLEAN -OUT (TYPN ) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT 19 PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ l2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT LLV (2) °&XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND, DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPN :N:l MECHANICAL PLAN SCALE: 1/4 • 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 144i N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 wwwsbdesigng oup.com L AA #: 000332, A E to C 6 IPr-t UBDM & LOTBBOTT PARK LOT #13 BLK. #9 OJECT* 04181.000-13091 HODEU 4EBB "1828-CALI" GARAGE 87IING: LEFT PAGE: MECHANICAL PLAN 160 MPH A C � "lt I E 1 SCALE: 1/4"=1'-0" 1 M1 2X4 TOP PLATE r'Laly Y PRE -FAD TRUSS I/2' CLG. BOARD IF2' DRYWALL ­,_ T'h- SECURE BT. — PLATE TO SLAB W/ Imd MASONRY NAIL 6 32' O.C. MAX FIN PLR 2X4 WOOD STUDS 624' O.C. SLAB NW I C: a 1 ULJ.7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (a)TYP. INT. WALL ( NON-BRG. ) D1 SCALE: 3/4'.1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9 SJJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM BR OR 1/2, HIGH STRENGTH CLG. BOARD -35/8'OR5 In' DRYWALL 3/8, TOP CHANNEL (25 GA) 1/2' DRYWALL 3 5/6' OR 5 3/8' METAL STUDS O 24' .C. 20 GA METAL TO DE INSTALLED IN WALLS RECEIVING UPPER/ LCWER 3 5/8, OR 5 CABINETS AND TUEHSNOIIER 25 3/8, BOTTOM GA. METAL TO BE INSTALLED C 4ANNEL (25 N ALL OTHER WALLS. STUDS GAJ SECURED TO DE SPACED 16' O.C. AT 7ND TO CONC FLOOR WALLS ADJACENT TO FLOOR IW/ 3/4' STAIR WELLS AND BATHROOM PAF 4 TO WALLS W/ TILE FINISH WOOD FLOOR UV 1/4' WOOD WOOD BASEBOARDS SCREW SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL _�—R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS r /REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU 1/2' GYP. ILL. BD. - WOOD BASE — 0'-0' FIN. FLRJ,,, a° a a ° 4 n W/ WINDOW OPENING -FINISH FLOOR 1-STORY TYP. INT. WALL (q)METAL STUDS (NON-BRG.) D1 SCALE, 3/4'.P-V' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WWI. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 160SB.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.1'-V UNDERLAYMENT IN ACCORDANCE WITH FBCR WD.1.1.1 OF THE FBCR 2020 NTH EDITION IS 64 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. RC&LOMPOI!o LM aTu ' STIR aL. sa Poo BAN 2B GAS LINE THRU BLACK FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' CMU — Fli Vl' TMICL 2 COAT - R."TRIIO CI om Olpacm TO 14601,11w TO �Ne�eor6er OALV. 6TER — TRACIC DRACKET FASTINM TO wow J" R4R APPROVAL AI•FROVAL RCO, DY P7AV. 'r VuIsl FAST1100 TO RCCT TRACK DRAOC" uV IY1006CT APPROVAL PRO. COPO4R DEAD P Rh SEE 6TPLEMPAL FOR IS6PCOU6Mr ar P.T. uD ATTACHED TO FILL CELL AS MIR APPROVAL RM SEALANT DACKM Roo B"THM 6TRr s GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-O' _2X4 SPF 24' O.C. MAX - SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUE —PER STRUCTURAL DETAIL STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RJN SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS a 24' O.C. 1/2' GYP. ILL. BD. - WOOD BASE— FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.I.I. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET ON]. PRE-ENG.GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 7.17 . FIN. FLR. a " ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a• NTH EDITION, SECTION R30I.13 AND 160S.5.1. n W/ WINDOW OPENING TYP. WALL SECTION `L L' NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.1'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 NTH EDITION IS 64 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774$078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003326 w a IN IA BUDDIV.BBOTT PARK LOT #13 BLK. #9 PROJECT* 04181.000-13091 MODEI.c 4EBB "1828-CALI" GARAGE OWING, LEFT PAGE: DETAILS 16 PH EA C D?L°L 2X6 P.T.. CENTER OF DOOR HEADER SECURED W/ (1) W' X S' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X V6• WASHER 4 NUT OR W/ (2) N' X 6• ANCHOR BOLTS W/ 2' X 2• X V8' WASHER 4 NUT O SECURE 2.4 110 TO MILK WI 114' TAPO" 1 VU• EMBED. B' 0.C- 4' END DIST. I IA' EDGE DIST. IE SKffi& 2X6 GARAGE DOOR BUCK SECURED W/ (S) 112' X 6' J-BOLT OR ANCHOR BOLTS, tW 4' MIN EMBEDMENT, W/ 2' IE X 2' X VD' WA614ER 4 NUT. (U WITHIN S' OF TOP, (1) WITHIN 6' OF THE BTM, (3) EVENLY SPACED. m o NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURE" INSTALLATION INSTRUCTIONS WHERE &UCW INATO)GTid)A AWN Ma ATIRNMINT t�BUCE DOOR KGATTACHMENT I'X4 e' CMU DRYWALL ' P.T. NA DOOR DOOR b14 P.T. O5/4'X4' MIN. SECURE THRU FRAME 4 NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLACK +3/4" OR +5/4" A 1/INDOW TO BLACK +3/4" OR +5/4" 2X4, ME UE SEGTO BLOCK W/ 3A6' TAPCONS (MIL SHAW 817E Jo MR HEAD SIZE 3" MIN EMBEDMENT 1 V4') WITHIN 6' OF EACH END 4 IV O.C. MAX SPACING. 2X6, SECURE TO BLOCK W92) 3/16' TAFCONS (MIN SPRANG SIZE 145 MIN HEAD SIZE 300 MIN. EMBEDMENT I VW) WITHIN 6. OF EACH END 4 18' OG. MAX SPACING. V!' DRYWALL 2X6, cm❑ I'X4' SECURE TO BLOCK P.T. NAILER WK21 3/16' TAPCONS DOOR CASING (MR SHANK SIZE J40 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 6. OF EACH END 4 le• OG. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. S NOTE, SHIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED V4'1 DOOR JAMB TO BLACK +1 1/2" /;,11IINDOIF TO BIACK +1 1/2" 2X4, = SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD 812E 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. 2X6, S NOTE, SHIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED V4'1 DOOR JAMB TO BLACK +1 1/2" /;,11IINDOIF TO BIACK +1 1/2" 2X4, = SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD 812E 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCON! (MIN. SHANK 817E .145 MR 1EAD 812E 300 MIN. EMBEDMENT 1 1/47 WITHIN OF EACH EPA S' C CM 4 18' O.O. MAX SPACMG. V2' DRYWALL 7X6, ❑ SECURE TO BLOCK I'X4' W/(2) 3/16' TAPCONS P.T. NAILER (MIN. SHANK SIZE J45 1/16' OAA. X 4' MR MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') DOOR CASING WITHIN 0' OF EACH END 4 W O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTAC44 TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO MUM15 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 15/18" n1LINDON TO HLA +1 15/IB" 2X4, _ SECURE TO BLOCK W/ 3/16' TAPCONS (MR SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3AW TAPCONS 3A6* TAF C40N MR 1-1/4' MIL SHRANK 61ZE WS EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MR EMBEDMENT I V4.1 WITHIN e' OF EACH END 8' CMAJ 4 W O.C. MAX 6PACNS. IO' DRYWALL ® ❑ SEC, SECURE TO BLOCK PX4' WK71 3/16• TAPCONE P.T. NAILER (MRL SHANK SIZE." DOOR CASING MR HEAD 817E 9O0 MIK EMBEDMENT 1 1/4') WITHIN 6. OF EACH END 4 10' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" �1LINDOI/ TO BLACK +2 1/4TO BLACK +2 1/4" 2X4: _ SECURE TO BLOCK W13A6' TAPCONS (MIN. 814ANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I 1/49 WITHIN 6' OF EACH END 4 B' OG. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE! J4S MIN HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 6' OF EACH END S' cm 419, O.C. MAX SPACING. IR' DRYWALL RE SECUR2X9E SURE TO BLOCK P UV(2) 3/16' iAPCONB P.T..T. NAILER (MIN. SHANK SIZE J45 DOOR CASING MIL HEAD 812E 300 MR EMBEDMENT 1/49 UT14N 6' OP EACH END . B' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE. SHIM AS NEEDED TO IoLUM15 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" 2X4, = !SECURE TO BLOCK W/ 3/16' TAPCONS (MIN BHAK SIZE .145 MR HEAD SIZE 3" MR EMBEDMENT 1 1141) WITHIN 8' OF EACH END 4 16' O.O. MAX 6PACMG. NOTE, STRUCTURAL 2X MUST BE 2x6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS SAW TAPCON MIN. 1-114' AIM, SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') 6. cmWITHIN 6' OF EACH END 4 16' O):. MAX SPACING. 1,12' DRYWALL 2Xa CM I'Xa' BECUE TO BLOCK P.T. NAILER WR2) 3/16' TAPC4" (MIN. SHANK SIZE J46 DOOR CASING MR HEAD SIZE 3" MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END + Is oc nAx SPACING. NOTE, SHIM AS NEEDED TO PLUMBS JAM(DO NOT EXCEED 1/4') 1ND 2X SECURE TO STRUCTURAL MEMBER WK2J17d WITHIN 6' OF EACH END 4 6' TO e' O C. MAX DOOR JAM15 OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS DOOR JAMB TO BLACK +3" F 2X4: _ SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J46 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 W O.G. MAX SPACING. 2X6, SECURE TO BLOCK WW2) 1/4• TAPCONS (MIN. SHAW 84ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END e, CMU 4 M' O.C. MAX SPACING. 2X16 ® In' DRYWALL SECURE TO BLOCK 1714• WV(2) V4' TT.= P.T. NAILER (MIN. 6HANMIN. HEAD T/16' OAM X 4' MRLMIN EMBEV4')WITHIN 6.OEND DOOR CASING4 I8'O.C. M SPACING- DOOR JAM® OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/16" /v 111NDOlf TO BLACK +3 7/18" 2X4, _ SECURE TO BLOCK IW 1/4' TAPCON6 (MIN. SHANK SIZE J45 MIK HEAD SIZE 300 MR EMBEDMENT 1 V49 WITHIN 8' OF EACH END 4 IS' Or- MAX 6PACNG- 2X6, SECURE TO 15LCICKK W((2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN 6' OF EACH END 4 16' O.C. MAX SPACING. 2XS, Imum SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE J48 MR HEAD SIZE 300 MR EMBEDMENT 1 1/4.1 WITHIN W OF EACH END 4 10' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MOT BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16- TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK LJ` 6' C'Il VY DRYWALL D I•X4' p.T. NAILER j� V P.T. X 4'MR DOOR GABNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, GWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLACK +3 3/4" �1/1ND01I TO BLOCK +3 3/4TO BLACK +3 3/4" n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #; 0003325 J 9UBDIV. & RAT ABBOTT PARK LOT #13 BLK. #9 PROJECT# 04181.000-13091 MODEIA 4EBB "1828-CALI" GARAGE BVnNG: LEFT PAGE: DETAILS QWNPH E . C AA NO SCALE: 1/4"=1'-0" SHEET D�/) Fir PREFORMED CONTROL JOINT- PLAN13E OF CONTROL JOINT& Td ISE UARED TIED TO LAhI E 6' O.C. MAX (VERTU, NOTE,. DO NOT PA6TEN CONTROL JOINT TO WALL EVEN IF STUD EXITS BEYOND EXCEPT STAPLES W/ % LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • T' O.C. MAX VERTICALLY ` \ R,A6 R3 COAT CEMENT UM LAYER 4, POMPI15ER BUILDING PAPER APPROVED METAL LATH FASTENED E1' (VERTJ O.C. MAX AT SUPPORTS USE, LAYER 4, STUCCO WRAP WOOD 6$EATHMG NANMIE LATH 6HALL DE CONTINUOUS, THROUGH JOINTS BUT Be STOPPED A TIED AT EAGHI MBE. PROVIDE 2X4 BLOCKING PER ASTM CIO69 PLACED PLAT MAX. 6' TO S' FROM CONTROL JOINT WHEN CONTROL JOINT FALL& ON I. FASTENERS FOR LATH TO BE NAILS OR- i 6TRJCTURAL STUD &TARES IN COMPLIANCE UV A6TM C063 2. WINE TIES TO BE (NO. I&) 00415' URE 3. BLOCKING SHOUN MAY BE IN ADDITION/ \ TO WALL 6=6 REOUIMD PER RAN wlll I i MINNNiNI YAIp���l III YM Y"M" TYPE CONTROL JOINT OL FOLD NYNIO • P. OL- WINO. PT. A 2. CIMASE . P. B S. CPKAM . PT. C OL FOLD NYYFD • P. A s. gear . P. a FOLD Ar • ® L FOLD NIMIO • P. 4 2. taa[atB . P. B 3. CRRAIM • P. G a FOLD PT. C &'Mt P. S TILL P. C TOL0411 BOTTOM RANT a. r RIHr sMTlt TI3HT MIAL FOLD, Qa tim CUT. IC K 3 COAT CEMENTFW $TER (�VS. ' 7 COAT "PLASM (a•u) LAYER 9, FOPITFIBER PING PAPER (PRac OLT) LAYER'L CO URAP(PRME @LT) Pit" OR ao KICK = RA116" 1062 OVAL) INSTALL FASTENERS (CLIPS; NOTE, 6TRAP6, 6TAPLEW AS APPROVED BUILDING LLRAP REQUIRED TO SECURE 614ALL BE LAPPED A MINIMUM OF PIPE/ WIRE TO FRAMIM 6' • VERTICAL LAP& (ROLL LAYER �, ENDS) a 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO ME TAPED LATH VERTICAL LAP TO BE I' STUCCO STUCCO WRAP WTH FORTIBER SHEATHING TAPE UM LAYER 4, POPITFIBER \ BUILDING PAPER METAL LATH 6'x6' SELP-ADHERING MEMBRANE / \ FLAMING OVER 4'x4' SELF -ADHERING MEMBRANE PLAMIMG OVER APPROVED / I• MN LAP . neT.u. uT++ \ HOUSEWRAP. FLASHING TO EXTEND ONTO PIPE X I 4'x4' 6ELF-ADHERI41G MEMBRANE _ PLASHING OVER APPROVED HOUSE 9-AMISG TO EXTENID ONTO PIPE METAL LATH WORD LAYER'I, I k THICK 3 COAT CEMENT W CONT. BEAD OF SEALANT 6TLCC0 WRAP I PLASTER INSTALL APPROVED HOUSEUISAP AIR FETAL LATH INFILTRATION BARRIER OVER e• n are T / WRB LAYER •2. FORTIPIBER I SHEATHING UM LAYER -2, FORTIFIBER BUILDING PAPER ELASTOMIEIM COATING OVER STUCCO/ SKa PAPER / WPM LAYER 'I, C.V, PINION (SEE TYP WALL SECTION) -� STUCCO U,RAP WOOD 6$EATHING SECTION N 131IBIorICNIf10 OIYNSTYIO cement plaster use M lathe shall w a shall comply with the e C 92Son Tequiameme of ASTM C 82618h. • MN LATH La►. 4' OVER batallaeon of exterior lathing and (taming ALL LOP shall comply wIM ASTM C 108&19a, 2 6CALE• I V!'•I'-I' orASTM 17S7. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE UV NOUN uRAI' MATERIAL)ovER VERTICAL LATH AFPROVED Hlol)&e uRAP. & PAPER DETAIL FLASHING TO EXTEND ONTO PIPE I '. WOOD 6TUD& P OR LE66 PIPE PENETRATION 6HEATHNG SIDE LAPS OF METAL PLASTER BA6E6 SHALL DE SECURED TO BUILDING FRAMING MEMBERS, PAPER THEY *HALL BE TIED BETWEEN SUPPORTS UTH 0ID4T6-IN. (171-MM) 5TUCC0 )T LAP • L '. !' LAP •PAPER CUT AND OVERLAP ONE SIDE OF URE AT INTERVALS NOT MORE THAN *' (22*-MM). SELF -ADHERING MEMBRANE FLASHING AS, PER A67M C063. STEP 'N Q KICKOUT FOR REPAIR HORIZONTAL LATH DETAIL IN UM LAYERS. TEARS IN UM LAYER*, TEARS MAY BE PATCHED & PAPER DETAIL SPIPE PENETRATIC 3,4 WhIOUSE WRAP TAPE PER MANUP. SPEC. OR N.T.S. PEEL t STICK dagL N.TALL KIfXWT A6 TLaJB AT moymm Q Poor s WALL NTBIrtOT1O6 on OM& nwv ow WOOD SHEATHING OR CMU WIRE, 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 4 TAPE OVER ROOF/WALL SCREED 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. 0 61x6' SELF-ADHERMCa MEMBRANE I PLASHING (COMPATIBLE UV MOUSE URAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. CUT AND OVERLAP ONE 61DE OF SELF -ADHERING MEMBRANE PLASHING LEGEND DRAINAGE PLANE (WR5 LAYER *1, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER — — ...... — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7111611 ZIP WALL SHEATHING SELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-541-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.00m ` AA S: 0003325 4 Ail W G d ��ySIT d I t/f W f 0 SUDDIV & L.OT ABBOTT PARK LOT #13 BLK. #9 PROJECT* 04181.000-13091 MODE:. 4EBB "1828-CALI" GARAGE 811111 TG: LEFT PAGE: WALL ASSEMBLY DETAI S 160 MPH C INSTALL b' SELF -ADHERING MEMBRANE IN FLASHG OVER TOP, S""a' AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. ct�rroure OF FLASHING TO BE, 1. BOTTOM. 2. BIDES, 3. TOP .X: VENT CAP IS TO ISE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE I ' TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. . X E-Z BEAD ALL AROUND � VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ys' CAULKING - JOINT ALL AROUND I PER SECTION R103.7 Exterior l Oft end plestering BACKER ROD I Exterior use of portland cement plaster shall comply with the application .X requirements of ASTM C 926-18b. 1 �X: Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, r or ASTM 1787. WRB LAYER h, STUCCO WRAP I HOODED VENT C. i' THICK, 3 COAT CEMENT I, PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME. r SHEATHING AYERO WAYER[FIBER ING PAPER C�TUCTION \ —METAL LATH S' cm VINYL CASING BEAD W RAISED BAND N�' TO ij' MID -WALL b'WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER Sa. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP t SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN COLT. SEALANT) SEALANT TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLi 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELE -C. METER FIELD VERIFY LOCATION I 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 SfLICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT V TO Ya' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL ONTAL HORIZWEEP SCREED ( FRAME TO FRAME) 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 STUCCO WRY WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT• NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING 00 LAYER -1, STUCCO WRAP METAL LATH WOOD l/8' TEXTURED CONSTRUCTION . ��FINISH - WOOD FASTEN TO WOOD BTRIGTURAL MEMBER -'I' O.C. MAX e' ccmi 7i• rols• MID -WALL im-� areeen Lj F W WIDE STRIP SELF ADHESIVE FLASHING, CLEANPL MASONRY BEFORE APYING V FPaSH - MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRS LAYER "I, STUCCO WRAP ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 5TEF #(o ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA k: 0003325 fit F, BVHDIV. Ae LOT ABBOTT PARK LOT #13 BLK. #9 PROJECT* 04181.000-13091 MODEL' 4EBB "1828-CALI" GARAGE 9WING: LEFT PAGE: WALL ASSEMBLY DETAILS %16 PH EA C WOOD SHEATHING WRB LAYER M, STUCCO WRAP WOOD WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER 114' HAT CHANNEL J' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' OAF. 0 TOP OF WEEP 8CREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING WRB LAYER M, STUCCO WRAP �- - i' THICK, 3 COAT CEMENT PLASTER Ii ` W SELF-ADHEREING AM6 - CASING160 CUSTOM , FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW 1 . ' WRB LAYER M, STUCCO IUlNtAP In •- ��- ' ' i WRB LAYER 4, FORTIFIBER - 1 i BUILDING PAPER " - `� • : W SELF-ADHEREING WRIFLASHING LAYER M, �' WRAPPED STU` �a STUCCO WRAP / • CORNER OF CANTILEVER AMICO AM66-WR=-l8m CUSTOM CASING BEAD I Y ° 4' 2 lis:co POSITIVE DRAM araccn NO GAP IN FIELD -� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD (10 DTL.® CANT. A SCALE:II/2'•I'-(d' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIPICATION5) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL WREXTURED 4 PAINTED FINISH — I' THICK, 3 COAT CEMENT PLASTER 11 D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED A PANTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORDER BEAD VINYL CASING BEAD WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER M -WEATHER RESISTIVE BARRIER R2 'TWIC 3 COAT CEMENT METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER n J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1� J RIP EDGE INSTALLATION EXT. HOOD FRAMED WALL SUB -FLOOR DECKING F'RE-ENG'D TRUSS WEATHER RESISTIVE - BARWER M WEATHER RESISTIVE - SAWtlER 9 J' T14ME 3 COAT CEMENT - METAL LATH WOOD SHEATNN6 EXTERIOR GRADE X' GAP FOR BACKER DRYWALL ROD4SEALANT— g' POSITIVE DRAIN i' THIGC, 3 COAT CEMENT VINYL CASING BEAD eee .amen PLASTER VRJYL CORNER DEAD NO GAP IN FIELD VINYL CASNG BEAD WATER PROOFING EI (SAWN FOR CLARIFICATION OF LAYER (2 LAYER PEE SEPARATE ACCESSORIES ONLY) STICK) I 0 CANTILEVER DRIP EDGE 3' X 26 GA. GALV. FINISH LATER (2 LAYER METAL L DRIP EDGE PEEL 4 STICK) SET IN FULL BED OF 6' PEEL 4 SEALANT, N MIN. RIP STICK. D SPACE FROM DRIP EDGE TO FACE TO TREX DECK Ya GAP FOR BACKER I VXI % P.T. OR SIMULATED ROD ! SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING I" WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER M STICK) WRAPPED FROM HEATHER RESISTIVE BALCONY DECK TO BARRIER R CANTILEVER ."•..•,a.wr. 6' PEEL 4 STICK • DECK MEMBRANE. DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE EM®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF I )s'XI IYi P.T. OR SIMULATE SEALANTS' MIN WOOD lTREX) FILLER SPACE FROM DRIP CONTNUOl18 FACE TO TREX Ya' GAP FOR BACKE VINYL CASING BEAD ROD 6EALANT WATER PROOFING Is, LAYER (2 LAYER PEEL 4 FM16N LAYER 12 LAYER PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH - _. _..--. _—..... WOOD SHEATHING I W/TEXTURED • PANTED DARR ER M FINISH HEATHER RE j' THICK, 3 COAT CEMENT BARRIER V PLASTER 4' POSITIVE I VINYL CORNER BEAD �aP'V'OCe VINYL CASING BEAD NO GAP IN FIELD !SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP )1 EDGE INSTALLATION I 7LUMN SHEATHING :ATHER RESISTIVE ARRIER M ATHER RESISTIVE ARRIER -2 OAF. \ -EEL 4 STI(:K I Yo'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I A' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT• j' MIN. SPACE FROM DRIP FACE TO TREX \FEEL 4 STICK mOUB FLOOR \� I )j'XI Y)' P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. MODIFIED W 3/4 RESILIENT HAT CHANNEL W/?EXTURED 1 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 02 EXTERIOR COLUMN -COLUMN SHEATHING L E G E N D ;6' SAP. 11v2'x3''L' FLASHING DRAINAGE PLANE (WR5 'FULLY EMBEDDED IN ROOF CEMENT LAYER *1, STUCCO WRAP) I )S' X 3' 26 GA. GALV. METAL DRIP EDGE WR5 LAYER *2 (FORTIFI5ER - - - • - - SET IN FULL BED OF SEALANT.k'MIN. BUILDING PAPER) SPACE FROM DRIP 'FACE TO TREX VINYL CASING BEAD METAL LATH x—x—x—x WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR -1/lro' ZIP WALL GOAT CEMENT � R9 PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING 4' POSITIVE DRAIN icco aroecn VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD � SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION ® COLUMN (Wf"L" FLASHING) SCALE. NTS WOOD SHEATHING WRB LAYER M, STUCCO WRAP 2x FRAMING MEMBER ✓i' THICK 3 COAT CEMENT PLASTER WRB LAYER -2, FORTIFIBER 2 1/2' GQMZS BEAD E5UILDING PAPER FASTENED TO SHEATHING • T' OC MAX. C METAL LATH s ` wR6 LAYER M, THICK, 3 COAT CEMENT STUCCO WRAP PLASTER WOOD SHEATHING &'SELF -ADHERING METAL LATH FLASHING UJRB LAYER "2, FORTIFIBER BUILDING PAPER n n CORNER BEAD ® FRAME 1TA DRIP CAP WINDOW FLANGE k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING ® 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 p�CORNER BEAD (� BLOCK SHEATHING IWR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH H (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB'LAYER h, STUCGra, WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP —� WINDOW FLANGE 15B CASING BEAD @) WINDOW ( FRAME, NO BAND) • 1441 N. RONALD REAGAN JBLVD.LONGWOOD, FL3275PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.co AA #: 0003.325 �+ N R;; i �� w l �. s a C x W F6p N 4 IA UBDM ac LOBBOTT PARK LOT #13 BLK. #9 ROJECT* 04181.000-13091 MODEL: 4EBB "1828-CAU" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %J60 MPH E . C PRINT DATE: 6/15/21 SCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER r2, FORTIF15ER BUILDING PAPER METAL LATH —� J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER METAL LATH -.!EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER •I, — STUCCO WRAP VINYL ANGLED WRB LAYER'2, FORTIF15ER 5U[LDING PAPER METAL LATH d' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING �_l WINDOW FLANGE CASING BEAD (9) WINDOW (15C (FRAME, W/BAND) IX TRIM MEMBER ® STUCCO TO — SIDING TRANSITION SIDING WRB LAYER h, STUCCO WRAP )','GAP TYP CASING BEAD TO TRIM J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 92, FORTIFISER BUILDING PAPER WOOD SHEATHING WIRE, LAYER h, STUCCO WRAP \-- CASING BEAD 6' SELF- ADHERE ING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOT«STRUCTION—� ND WOOD SHEATHING WEATHER RESISTIVE CARRIER -1 WEATHER RESISTIVE —� BARRIER 4 XX l le LA SIDING—, FL ING HER—� STARTER STRIP PPL'A644W. HERING I ° DE�EaeTIVE \ I \\ \\ 1RE618TIVE BARRIER \\� •' SELF -ADHERING I FLASHING GALVV METAL Z' FLASHMG OR / Y' X •' 61 11L.ATM I WISOD TRP1 MEMBER \ SEAL GAP W)CAULKMG / OR APPROVED SEALANT eTucco eesING e�eo. SIDING TO STUCCO ® BLOCK TO FRAME � 9 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FOWIFI15ER WOOODBEYOC STR=TWN a' SELF -ADHERING BUILDING PAPER i 1 WRB LAYER 01, WOOD M$ATHING / RAW�' THICK 3 COAT CEMENT ; STUCCO WRAP WEATHER meleTne I/ BARIe1ER'I // \ BARKER-1O TLAP PLASTER WEATHER MOISTIVE / / \ 6' MN. ABOVE TOP I / 1 OF Z' ILA&MMG WRB LAYER 02, FORTIF15ER X TY' LAP 81DING // Sb.6% . / I BUILDING PAPER ( UMAT14ER RE616TIVE BARRIER-1 VINYL ANGLED I a SLR-AD�R �+ ' CASING BEAD R-" WEATHER RE616TIYE SAMER 7 METAL LATH VINYL CASING BEAD i STARTER STRIP \I \��- 9' THICK, 3 COAT CEMENT162� I z14CiALeH w41 (EXPLODED VIEW FOR PLASTER / \ / — °Oy O1Q CLARITY) GALV'D METAL _ /�• urFetuee �cnlwr�� CASING BEAD @8 RAISED 1'7A BAND (FRAME) SCALE: I I/2' • I'-0' E-Z BEAD VINYL CASING I Y�1' -X- 6' SIMULATED (W4A6' FLEXIDLE PVC / UOW TRIM MEMBER BAOCER ROD) \ / : ' SELF -ADHERING ir W SEL1 �RMG \ I I I FLASHING 7�� 64 WEA}HIO� y \� _ OEI•ENT PLA6TER \ Ate! AF""DVED � BARIHER RE818TIVE q. W"1HER RE61611VE WEATHER RESISTIVE E-Z BEAD VINYL ce BARRIER 4 (WIV FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO WEATHER REa1eTlVE ® FRAME TO FRAME DA1RER n 19 TRANSITION INK"lago , DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — WILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — ---------------------------------------------------------------------------- - - -- a' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ' — . _._.._..._ ._.._ WRB LAYER 02, F-ORTIF15ER BUILDING PAPER E Z 5EAD VINYLE BEADVINYL CASING (Wl%' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY '-------------------------------------------- --- --------------------------------------------- Y4' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW f--METAL LATH WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING \\\\L'WRI5 LAYER N, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 1 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER L APPLY FULL BED OF SEALANT BETWEEN ; FLANGE 4 BUILDING WRAP ; BUILDING WRAP -------------------------------------------------------------------------------------------------- rlg A' EZ BEAD WINDOW CASING 1.441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 o a Millis is BUBDIV. ABBOTT PARK LOT #13 BLK. #9 PROJECT* 04181.000-13091 HODEIc 4EBB "1828-CALI" GARAGE 81/ING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C NOUNTISIS CKtE LD EE TAKEN IN KEE%NO THE VENTPROPERLY ",WAND 10 SHOWN IN P GALVANIZED ALIGNED, VENT PIPE IS SEALED IF UTILIZED, NNL RI PLACE USING 14 NAILS AT EACH CORNER. ROOFING CEMENT SIDULD BE APPLIED TO ALL SHINGLE BODES NEM THE CUT OUf THE EMNO IN THE ROOF ECENIM OUTER EDGE AND ARWND THE ENTIRE PERIMETER AS ENDED IN SISS' NEAITEft COASTAL SIZETHE INACCORDANCENFAtIE IN CONSTRUCTION ZONES. OONSTR CHEATMHD.SIZETHEOPENING CHARTSZEV INTHEEVENT AN ACHMECALVENT FANIS USED , SIZE THE VENT OPENING IN ACCORDANCE VATH VENT FM MANUFACTURE'S %PING CONNECTION INS DTIONS. DONO OO NOT CUT IMO TRUSSES OR RAFlERS NHEN CUTTING TIE OPEMNOINTHE ROOF. r� '�EINTERFERINGSHINGLE NNLS ME U E PERIMETER OF THE OPENING THAT THEFIANGE NAILING ILI OF THE VENT LAVE FLAT TO THEE ROOF SHEATHIND. SLIM THE TOPAND SIDEMU ES OF 1HEVENTLAANDUNDER BOTTOM VEIN FIANCES TO UY ON SMNTOP I I THE TOP OF THE SHINGLES. OFLL SHI II E D fly---'11 ROOF HOOD VENT DETAIL E, NT6 CUT HONIEWb AT 40' ANGLE APPROVED NOU9ff~ OVER SHEATHING OVER LLD STUD U4LL STEP 1 INSTALL S'— OW-ADFERMG FLASHING OVER NALN6 FL NNSE AT JATMSS EXTEND FLA6HItl nN P BELOW FLDFLEXIBLEFLAUH W GILL NG DO NOT WEAL BOTTOM FN STEP 6 POLDFOLD RAPoLY -UP t mc(c WOLOTUCK FLAP TUCK RAP UNC u HEAD N At JAMS I ELOPE BILL R PLASHING OVER vNn HEAD FLASHING (WITH BID DAMS) NAILING FLANGE BEYOND JAMS FLASHING INSTALL VINYL CAP ASPHALT PLASTIC CEMENT MOLDED AROUND ME OF %PE AND OVER FLANGE ALIEN FLASHING W IN.EDGE OF BILL RO. MECNAaCALLr FASTEN PANNED EDOES.(CAP HAILS, STAPLES) IBTALL DUPONT FLEXWIAP AS n FLASHING AT THE FOLD WCUGM RAP DOW N TAPE DL40ONA- CUT A ACROSS HEAD Or WINDOW PLUMBING VENT DETAILS ecaLe, INSTALL 6• HIDE ADHESIVE — BAMED FLIMELE FLASHING MATERIAL OVER DRIP CAP JONT(PROTECTO-URAP BT-207(l. m EOLRv) STEP 7 STEP 8 "`Q-0 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 9 PLASHING OVER JOINT VALLEY CENTERLINE 3fi' uNm VALLEY FLASHING O FASTNERS WTMN SDI OR HEAVIER FELT 8'OF CENTERLINE IN UNDERIAYMENT ENDD OF SHINGLE EMND END SHINGLE ASPHALT ROOFING I AT LEAST I2' BEYOND /� VALLEYCENTEMNE CEMENT 'CLIPPED . CORNER AT IS DEGREE FROM VALLEY CENTERLINE bcm L IT 16 THE 02NTACTOR6 RESPONSIBILTY TO VERIFY ROOF VALLEY DETAIL HOCO I4P. SEALANTS ALLPRODUCTSINCLUDIr, THE 0 AP, SEALANTS 1 6ELP-ADWTB SCALE, NT6 FLASHING MATERALS USED DURPG CONSTRUCTION 2. INSTALL ALL MATERIALS PER MAMPACTNUFth WRITTEN SPECIFICATIONS y19RINNGL GEALANT6 MAY REACT ADVERSELY F NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW RN FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOM SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL NTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 061 H2U (O EWAL) SEALANT A FLUID APPLIED PASHNG (LANCO UNITE-6EAL RC-N OR COUALA SLOPE SILL TO EX I. IT 16 THE CONTACTOR6 RE6POI61BILTr TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS N SELF-ADFERNG FLAMING MATERIALS USED DUERO CONSTRUCTION 2. FLASHING AT EXTERIOR WNDCM AND DOOR OPENNG6 SHALL BE INSTALLED N ACCORDANCE WITH M~ACTUER'6 INSTALLATION NSTFILCTIONB AND APPROVED METHOD U OF FBC R'106A U N ACCORDANCE WITH FENESTRATION MAINIrACMURER'S INSTALLATION AND R.ASHNG N6Tm2TION6. NI6�IEYE. 6EALANT6 MAY REACT ADVERSELY IF NOT CONPAtIBLG WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NT6 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngrou p.00m AA #: 0003325 Ail � 5 Q 3 Y 9UHDIV. de LOT: ABBOTT PARK LOT #13 BLK. #9 PROJECT# 04181.000-13091 MODEL.• 4EBB I11828-CALI" GARAGE S'WMG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C 2x6 SUB -BAND W/I'x4' NOTCH g END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE I� 1/8' TEXTURED I / FINISH A WOOD I �� 2x6 Sue eANDJ 1/2' TEXTURED FINISH m CMU METAL FASCIA \� WRAP Ya' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) •I ©FLAN B fj 1/8' TEXTURED ly!!!! FINISH a WOOD, 01 I/2' TEXTURED FINISH • cm METAL LATH WOOD SHEATHING OR cMu WRB LAYER'(, STUCCO WRAP(PRAME ONLY) WRB LAYER 92, FORTIFIBER BUILDING PAPER (FRAME ONLY) �\ NOTE: NOTCH FOR 2Xfo \� SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \�20 ROOF DECK (BEYOND) 00 ` DRIP EDGE, I. OFF WALL (NOT INTO STUCCO) ROOFING CEMENT DRIP EDGE METAL KICK OUT \ �1/8' TEXTURED FINISH a `\\�\ /WOOD, 1/2' TEXTURED FINISH g CMU 2.6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL,4N A PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/J4'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL / x x x x x x x x x x x x x x x x x x x x x x x x x x x x i`�j�x� x x x x �C�zt x SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 9 ROOF EDGE OMITTED FOR CLARITY iME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y 13 % a COMM, 8VHDIV. Ae IAT ABBOTT PARK LOT #13 BLK. #9 PROJECT* 04181.000-13091 MODEL• 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C Y 39'-8" 28'-8" 3'.4" 16-10" W-6" T-6" 36'-2" TOP OF �' SLAB " ao - 1 - - - - FM-1- \`\ - - - - - FM-12X78 - 4" CONC. `O SLAB w�I N F-24X24 fn 1,_0,. *: .a 3 1/2"101-91 I r 70 � 1.1 \\ EXTEND FM-12X18 SLAB 1 1/2" 4" PVC 111 I CHASE 1 A 1 1A I • D . \\ - TOP OF I SLAB Ix \ . NI ' 5-0" ' 19-0" \ I . L---- TE1 I I I *5 1/2" 4" 17'-8" 2' 8" 3 0 5 I I m I I� I ILL O I SIM. EXTEND 1 2 7A SLAB 11/2" 1.1 1.1 m FM-12X18 m 4" CONC.� - x ^ �O w SLAB I 3�-5�� 1 +-3 1/ slim, 5 1/ -7 1/2" 1A 2 ol J b 11 °4 1 1A 1.1 1.1 FMC-12X18 - - FM-12X18 - - - - - F C-12 18 - F L1.1 1.1 -FM-12X18_ 0 9-J 4 4 1.1 1.1 2'-8" 16'-0" 2'-8" X-10" 10'-2" 4'-4" 14'-0" 21'4" 39'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVO. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, GINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CIVIL 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 TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Fm - 2,000 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 } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR VVWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 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 TE-1 8" SEE PLAN 10' - s (+)0"-0" FM-1202 12" CONTINUOUS 174 - (2) #5's FM-1208 12• CONTINUOUS 19, - (2) #6. FM-16x18 16" CONTINUOUS 18" - ( 's (+)0"-0" FMC-1208 12" CONTINUOUS 181. - ) 's VARIES F-24x24 24" 24" 1 s s (-)p'•.q FOUNDATION PLAN SCALE: 1/4" = V-0" -44 i • 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 O 14 ausDlV. as Lwo . ABBOTT PARK LOT #13 BLK. #9 PROJECT# 04181.000-13091 MODEL 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: FOUNDATION PLAN %160 MPH . C 3" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND — CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a — — SPACING REQUIREMENTS 1 {I GARAGE DOOR RECESS w FM O w 8" CMU WALL > i 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR + IN FOUNDATION WITH 30" LEG EACH " B° m H b +- 014, d +- 0'-0" TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS ., sSO THAT THE STEEL REINF. IS CONTINUOUS~ a° TOP OF SLAB ° ~+•—° MATCH AMOUNT OF CONTINUOUS BARS SLAB SCHEDULE PORCH SLAB1�71 CHAMFER (1-STORY) VANDBARQUANTITY ARIE V S SEE SLAB SCHEDULE TOP OF GARAGE EXT PORCH SLAB LLUNITS CONTINUOUS STEEL MONOLITHICEXT. FOOTING REINFORCEMENT SEE SCHEDULE MASONRRSEE SET >=p. AT ELEVW/1/7 ISOLATION CHAMFER (2STORY) 4" CHAMFER (1STORY) W/ i/2 ISOLATION 6" CHAMFER (2STORY)APPLICABLE) 0'-0"JOINT(WHERE iEE SCHEDULE Up JOI HIT(WHERE •! j 4 SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WAD, BAR SIZEAPPLICABLE) Z fOR WxD, BAR SRE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4•'=,'-a' 2 @ GARAGE scALE: 3:a••=1'-0•• 3 CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3/4" 1'-0" SCALE: 3/4"=l'-0" (1) #5 REBAR VERTICALLY W/ CONC. g w POURED CELL 8" CMU S H r� LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON 3 #4 REBAR @24" O.C. 0 CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT # SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 0 z� iw11 0 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 5 u� ( WALL W/ SYP Z.CAPPED NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ GALVANIZED PIPE > �+ SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2 W' WEDGE ANCHOR W/2" W/FLANGE BASE Q u I EPDXY. MIN. EMBED 5 TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH UNO zi PLATE EPDXY 5-12"EMBED. MIN. 16"OC FMAX. 4 F 1 rc FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 I° 4'• CONC., REINF. W/ SPECIFICATIONS FOR I BTM AND TOP PLATE M , I 6)16" #10 WWM ON l 8 6-MIL POLY ETHYLENE SECURE FLANGE TO USE AND c�: w 2 PREPARATION OF 44 ANCHORS W/ 10tl x 1 12" COMMON NAILS FILL ALL w VAPOR BARRIER ON SLAB W/(4 1/4" X 21/4" ) SLABTAPCONS � Q HOLE. HOLES, DO NOT USE 10d m a I•) 1•� WELL -COMPACTED x 3" SEE SLAB SCHEDULE CLEAN FILL TERMITE 0�01. > TREATMENT SHALL BE BORA-CARE m. Q +- 0'-0 ,4 TOP OF SLAB ° I (2) CONT #4 REBAR 4" CHAMFER (1-STORY) < ° CHAMFER (2-STORY) •`1 ` (2) #5 REBAR ON CHAIRS I— 8 ° a •° 12" MIN. DEPTH INTO z rc 2,000 PSF VIRGIN SOIL OR 95%• EQ. EEQ.SEE VIRGIN OR ENGINEERED SOIL ? > COMPACTED SOIL SCHEDULE O SLAB HEIGHT LESS THAN a-61 D PER PLAN 5 BOLLARD ADDING BAR TO FOR WxD, BAR SIZE AND BAR WANIITY EXTERIOR MONO DEEP scALE:3/a"=,•-D" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL FOOTING W/ BLOCK WALL 6 SCALE: 3/4"=1'-0' SCALE:34"=1'-0" 1A (W/ UPLIFT) sQALE: 3/4"=,'-0'• LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON VERIFY HEIGHT LAP TOP PLATE A MIN. OF 46' NAILS, 2-ROWS, 4" O/C BTM. OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE i BTM. PLATE TO BE PT. PLANS FOR SPACING. SINGLE c PROVIDE DBL. TOP PLATE SECURE BIT PLATE TO SLAB WltOd MASONRY BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL NAIL 16" O/C STAGGERED. PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL m CONNECTORS NOT CONNECTORS NOT 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT. + 0 LINTEL CONT. (TYP.) m 8" CMU FILLED CELL (TYP.) TOP OF SLAB EE SLAB SCHEDULE EE SLAB SCHEDULE IPOURED 2X WALL FRAMING 0'-0"SEE Is SLAB SCHEDULE 1/2•'DIA. SIMPSON STS2 BOLTS 5" TOP OF SLAB 0.-0„ zMINIMUM EMBEDMENT INTO TOP OF SLAB "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND c. �4E.. m . CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH -FOUNDATION AND SLAB t.EE..HE.ULE SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SFOR VJtD, BAR SIZE ./ AND BAR QUANTITY AND BAR QUANTITY ,ALSIZE ❑TY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO r._"�INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" (NO UPLIFT) 9 SCALE: 3/4"=T-9' (NO UPLIFT) 10 SCALE: 3/4"=1' Y' 11 SCALE 3/4"=1'•0' 1 N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 MA I � ro is � ��aBL a R AJ_ a i H SVHDIV. ae LAT ABBOTT PARK LOT #13 BLK. #9 PROJECT# 04181.000-13091 HODEIA 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C D 6/15/21 SCALE: 1 /4"=1'— 0" SHEET s1.1A- TIE VERTICAL REBAR TO HORIZONTAL 'To Wf 10" HOOK GROUTED BOND BEAM � VARIES PER ELEV. 1441 N. RONALD REAGAN BLVD. z •... _a a LONGWOOD, FL32750 f N PH:407-7748078 FAX: 407-7744075 www.a bdeBigngrou p.com I, ,a AA #: 0003325 #5 BARS 8" S CLEAN OUT REQUIRED FOR INSPECTION � I'a 0'-0" FIN. FLR. •a a TIE ERTICAL REBAR TO HORIZONTAL ■ § - REBAR W/ 10" HOOK y3X� o 7yaS� }ya[� BAR SIZE 48 BAR CIA. 1 #3 1 18" CMU UNIT DIMENSIONS o #4 24 b #5 30" ARE NOMINAL SIZES #6 36" O #7 42' $/� 4 MASONRY SYMBOLS 3 HORIZONTALVERTICAL * SCALE:314"=1'-a' #if REINFORCING m SCALE: 3/" 0 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND i� SPACING REQUIREMENTS �N i m� 8" CMU WALL TOP OF SLAB 4 TOP OF SLAB EXT. PORCH SLAB SEESLABSCHEDULE 4" CHAMFER (1-STORY) BAR SIZE 48 BAR DIA. Wf 112" ISOLATION 6" CHAMFER (2-STORY) #3 18" JOINT (WHERE #4 24' APPLICABLE) MATCH STEEL #5 30" 6" PVC CHASE tv REINFORCEMENT PER SCHEDULE #6 36 C eUBDIV. as ZoT: ABBOTT PARK LOT #13 BLK. #9 PROJECT# 04181.000-13091 MODEIA 4EBB "1828-CALI" GARAGE STUNG: LEFT PAGE: DETAILS 160 MPH C THRU FOOTING #7 4Z' 6 PV CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR MD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING I I I � �f - AR DA�l'E. 6/15/21 SCALE: 1/4"=1'— 0" simmT St.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BMSCHEDULE EABTEL/T.O.A.=TOP INDICATES OPENING BELOW/ T.O.B.=TOPO 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 (o SIZN, Wx REINFORCEMENT STIRRUPS REMARKS BTM. OP MID SIZE SPACING 9131 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES L---------------'----------------------------------d SF16 MIN: 1 T/OM/1 B 17.11. BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE 1/4" - V-0" 1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 d yt � -A G1 a�ai u7 3 G F 8UBDIV. ac LOT: ABBOTT PARK LOT #13 BLK. #9 PMJECT# 04181.000-13091 MODEL• 4EBB "1828—CALI" GARAGIC SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES %115"PH EXP. C SCALE: 1/4"=1'-0" s2 NOTES TO THE INSPECTOR/CONTRACTOR TYR 6k6" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 '� 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING • PLACE STEEL HEIGHT. pQ VAN REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND lyG0 AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYR Bk16" b pdE / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL. I. g^ I- 1441 N. RONALD REAGAN BLVD. VERTICAL REBAR WI 10" HOOK 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. X`'-�` P�5 4 agp 8x16 DEL. BOND TOP OF LONGWOOD, FL32750 BEAM W/ (1) #5 BAR BOND BEAM PH: 407-774-6078 EACH COURSE FAX' 407-7744078 • / www.abdeslgngroup.com • �� W/8(8 #5 BAR .y. BOND BEAM BOND TOP OF AA #: 0003326 F =FILLED W/GROUT 30" TYPICAL F U =UNFILLED GROUT SOLID FROM TOP #5 BAR IN BOND BEAM ` � �\pT�+p NOMINAL LINTEL TO TOP OF BOND WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE OF OPENING SEE NOTE 5 A V'�N 16-1 T/1 {� 8x8 PRE -CAST CONCRETE EO �SFEP NOMINAL�� a HEIGHT #OF#5'S,TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE V LINTEL W/(1)#S BAR (LINTEL LENGTH OF BAR = WIDTH OF OPENING-2' OR MASONRY BEAM DESIGNATION REINFORCING OF BOND BEAM THAT %X OF #VS, BOTTOM 8x8EL, TEL(Ll)CONCRETE 1 SCALE: 3/4"=1'-0'• ANOXF 1T/OMNBINDICATS SINGLE BOND BEAM INDICATES A SINGLE BOND BEAM AND THIS ENGINEER'S A IS THIS ENGINEER'S INTENT AND XUXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL PLACED IN LINTEL PLACED W/O LINTEL W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS TOPb. OF OPENING AND XUXX-1TAM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT 1 1/4") 6" FROM EACH END AND 18" O.C. MAX. MIN EMBEDMENT PRE-CAST 11/4' 24 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW C SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 6" SLOPE FROM EACH END ANDND18" O.C. MAX. MIN 1-1/4" EMBEDMENT A ` 2x8 (MIN 2 X 3) 2-3M6 W u^ TAPCON OR DRIVE PIN (MIN W SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING Q 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT 7/16" DEB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION 5ARCHWAY FRAMING DETAILS r = SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM OVHDIV. AI: L07il ABBOTT PARK LOT #13 BLK. #9 PROJECT# 04181.000-13091 MODEM 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH C : PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION SOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE' 3 4"=1'-0" a AR DAPS: 6/15/21 OIIEET S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUS SM48 16-1T/0 1TbB 1T/OB 1T/OB -1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH WIT 8/111T 8/20.1T MA -IT 812&1T 8132-1T 8/8-IB 18-1T/1 ITN 4-1T118 1T/18 -1T/18 e/8-2T ewe-2T mo-2T e/24-2T e2e-2T 9/32-2T 3'4r PRECAST 1436 952 3114 4217 5321 8428 7537 1 Y-6' PRECAST 689 1024 3'-0' PRECAST 15" 3524 4394 5263 6132 7001 2465 0113 6385 7708 9031 10000 1589 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 W87 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3080 3815 4570 5325 8079 tool 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-8" PRECAST 819 533 1T70 2400 3033 =6 4W0 4'$" PRECAST 398 591 4' 6" PRECAST 1207 25M 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 1 3375 4043 4711 5379 5'�" PRECAST 931 1247 1999 2500 3123 36M 4249 PRECAST 411 411 5'�" PRECAST 1016 1806 2374 2944 3513 4084 1319 MHO 7196 7342 5780 am5'�" 1010 2270 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 14M 1971 2443 2915 3387 llel 3e93 5877 amam5776 929 2080 2593 3107 3620 4133 6 -0" PRECAST 882 1139 =7 3031 3707 4383 5061 6'-0" PRECAST 410 721 8' 6" PRECAST 835 12DI Is" INS 2332 2709 1139 3227 4598 7054 10000 8825 I888 2329 2790 3251 3712 T 8" PRECAST 570 938 2498 2205 2696 3101 3685 T-0" PRECAST 303 534 T 6" PRECAST 716 900 1181 1462 1743 2025 me 2408 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1593 2204 2481 2818 2621 9,4" PRECAST 192 384 V-4" PRECAST 454 586 767 948 1120 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1909 2184 2519 10'-0" PRECAST 388 487 1247 1787 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 358 468 6l2 756 Bee 1042 550 1407 1807 2781 3222 3764 504 1180 1472 1783 1710 1989 11'-4" PRECAST 330 5M 1312 1742 2252 2868 3630 11'.}• PRECAST 132 417 11'-0" PRECAST 430 406 530 ON 777 872 544 1312 1742 2252 2888 3562 466 1042 1372 1843 1470 1710 12'-0" PRECAST 306 607 1210 1598 2048 2580 3191 12'-0" PRECAST 111 370 12-0' PRECAST 383 300 476 587 898 783 507 1210 1698 2048 2588 3171 MO 940 1300 1580 1314 1478 13' 4" PRECAST 270 433 1046 INS 1732 2157 2535 13' 4' PRECAST 82 298 13' 4" PRECAST 308 303 393 484 576 645 414 I D45 1366 1732 2316 2505 396 780 1067 1312 1071 12D3 14'-0" PRECAST 254 388 978 1272 1806 1958 2279 14'-0" PRECAST 71 293 14'-0' PRECAST 279 278 350 443 526 509 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 8" PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 500 626 748 us14' 458 1079 1429 1824 2277 2712 248 883 980 1237 1474 Me 16-4' PRESTRESSED N.R. NR NR NR NR NR NR 1V-4" PRESTRESSED N.R. 252 16-4' PRESTRESSED 224 387 464 574 ON 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 320 385 461 587 680 300 we 1121 1413 1739 2D47 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 256 348 430 513 596 235 736 959 1200 1487 1716 188 429 on 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 126 21'-4' PRESTRESSED 142 219 308 381 454 527 ISO 598 833 1038 1168 1466 142 373 537 890 818 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 166 550 784 992 12D3 1381 137 35 5513 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 $24 1014 1147 124 1 319 455 i 58l 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 -1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 oil c BunDIv. do LOT: ABBOTT PARK LOT #13 BLK. #9 PROJECT* 04181.000-13091 MODEL 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: SAFE LOAD TABLES 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 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. 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. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'4", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2.6 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 CING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN ATPLALEAST 8' FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.com AA #: 0003325 a u 64 In a O BU13DIV. & LOT ABBOTT PARK LOT #13 BLK. #9 PROJECT* 04181.000-13091 MODEL.• 4EBB "1828-CALI" GARAGE 8MING: LEFT PAGE: FRAMING PLAN %160 MPH EXP. C IF ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOF WALL FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9I 10d. 1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/10 10d TO B42) SIMPSON HETA16 TRUSS ANCHOR WITH ' ROOFNVALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 2 114" SHEATHING d x 1 NAILS TO TRUSS Dd x 1 NAILS TO 6", e" x MAY ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL S DBL STRAP, 1 EACH SIDE WRAPS UP AND , R GIRDER. PROVIDE 5" GIRDER. O W/ 10tl NAILS, 2 ROWS, 3" NAILS, LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 }' NAILS TO GIRDER AND CONJUNCTION WITH •• •;'• ACCOMMODATE GIRDER HT5M20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16d x 3 ' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO r1x2, A-(1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 1/4" CONTINUOUS BOND BEAM 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) J" x 5" TITEN HD TO CMU AND (12) SDS CONK POUREDL LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }'x 2 �' TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES ® 24" O/C, tQ, 2x WOOD FASCIA (2)?" x 5" TITEN HD TO CMU AND (18) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 18" C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) J' x 5"TITEN HD TO CMU AND (18) SDS J' x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17, O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. 6 ALLOWABLE UPLIFT = U.2365 LBS, L1430 LBS 12 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) Y' COVER & 2" APART C ALLOWABLE UPLIFT= U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c 34=1 ° TYPICAL ROOF 3 GIRDER CONNECTOR(S) SCALE 2a 2b 2c AL 34-, SCALE:34"=1'0 GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED A$ PER SCHEDULE 12) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN LSTA1220 GAUGE LS A1220 BRACE W/ (3) 12d @ EA. TRUSSES WHERE HAG NAILS TRUSS (DIAG. BRACE TO X43RACING IS PRESENT AT COVER 5 TRUSSES) N-0" O.C. (AT SHEATHING W EACH END. TOTAL OF 10 SEAMS) 0'-0" TO 30'-0" (1) "X" BRACE FLOOR 30'-l" TO 6V-0 (3)'W' BRACE SECURE 2z PT. PLATE GIRDER MAx (W/1X4) (1) "X" BRACE @ CENTER TO BLK W/ DIA. 71ala OR ia-0" MAX (WnXa) BRACE DIVIDED EQUALLY ANCHOR BOLT W/ BOLT * FROM FROM CENTER TO END. WASHER SET IN HIGH HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' PER ELEVATION �m lx4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED, AT 32" OC PRE£NG FLOOR TRUSS BTM. CHORD MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 5/e" GYPSUM BOARD OR tY2" HIGH BRACING, SEE P.T. PLATE W/ 12d's 8" STRENGTH CLG. BOARD Y MIAY NOT BE FOR LOCATION STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) y N a 7 REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS (2)10tl's @ EACH TRUSS TO BE INSTALLED DOUBLE TOP PLATE HTT4 W/ 5/8" A . WITH BTM. CHORD OF 10'-D' O.C. MAX. MIN. T' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d x 2X4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM REQ. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 4. 1/2" GYP. WL. BD. a° 1x4 BTM. CHORD BRACING 6'-0' O!C END WALL OR OTHER n . e MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF • ' i - i n 19-9' 0/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 GIRDER/VVOOD POST CONNECTIONS SCALE' 3 4"=1'-0" SCALE 3/4"=V-0" PRE-ENG D TRUSS c J SCALE: 3/4"=1'-(T FLOOR TRUSS CONNECTION @ L.B.W. SCALE 3/4"=T-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1r4•0 HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <215'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES .HOLE EDGE >5/8" 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 01 SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5"D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS $ SCALE: 1 1-=1'-0" SCALE: d N. RONALD REAGAN Ell LONGWOOD, FL32760 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 � sue` 116yy LLL SVBDIV. Z I.OT: ABBOTT PARK LOT #13 BLK. #9 PROJECT# 04181.000-13091 MODEL 4EBB "1828—CALI" GARAGE 7919IIJG: LEFT PAGE: DETAILS 160 MPH W. C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'4' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) U-0' TO W-C' (1)'0P' BRACE 30'-T' TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12Bs MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN i V7CR SPACING (1) AT EA AND V-0" O PRE-ENGINEERED �1 VALLEY TRUSS CONNECTION L SCALE: N.T.S. PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 216 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) (2 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1441 Ni RONALD REAGAN BLVD. L0NGW00D, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA 0: 0003325 J a soil h c10 a nA}l rs,tMDIV. a LOT: ABBOTT PARK LOT #13 BLK. #9 PROJECT# 04181.000-13091 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH A. C D DATE: 6/15/21 SCALE: 1 /4"=1'-0" 8HE= S3.IB A xF HIPROOFF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 • 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e • 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2"= 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2' • 69.80 PSF (79.80) "A"• 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +I- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19137' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS Q Al" O.C. EDGEWISE 2K4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA, TENSILE STR. SHANK ASTM 10d RING SHANK, 2lr7 0.131 F17 SCREW SHANK 170,000 RING (16-20 RINGS RS66RS-03 Bd RING SHANK, 2 318' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS I I I RSRS-01 I EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANI SPECS.) SEE DETAIL ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 1Od NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 21, 21 JOd NAILS 04" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NNLS G 4D.C. P8 BOTTOM EWES o' ho 8e So rcrr I erc urc 1 rcuaa _ ROOF SHEATHING ■EMME ����11 11 EME ulillll 11 U BUILDING LENGTH r ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADUL DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'0.C. IF NO DROPPED GABLE END, ATTACH Z14 #2 SYP BLOCKING Q 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END, ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 1. RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 2" DECK SCREWS ® 6" A" O.C. MAX 0 EDGES & 12' O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` LI TYP 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS TYP. EXT. SHEATHING ATTACHMENT GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33M. MAXIMMJ AGGREGATE SIZE SHALL BE 311 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULTNON-BEARING PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314" . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 64All CONTINUOUS POLYETHYLENE VAPOR BANNER MEMBRANE UNDER ALL SLABS-0N GROUND WHERE INDICATED ON 6. VAPLED CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb= 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND ABC SPECIFICATIONS PROVIDE SEAMS UPPED B INCHES ANDSE NTH ADHESIVE VETAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WTH 2K STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY 70 DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2°CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE *NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR ASUBCONTRACTORREINFORCING CO C R AND VERIFY ALL DIMENSIONS PRIOR STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF AND MANUFACTURED FROM STEEL CRALL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 E A, A A MEETING THE REQUIREMENTS OF ASTM A446/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, DEFORMED GRADE BO IN MASONRY DEFORMED BARS FREEFROM OIL SCALE, AND RUST A PLACED LE, S AND CEDIN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR' LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 K BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS $HALL BE AS FOLLOWS: 04 BAR - 25" #6 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD-no-oncurrent 05 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' K 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 WTOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 Psfw/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 PSI BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pef WALL. TRUSSES/GfRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (FBC 020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT UNINHABITABLE ATTIC WITH LIMITED BIT LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pst, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pst, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS'. 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY 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 STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED By THE MASONRY STANDARDS JOINT COMMITTEE. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK Mft ASONRY PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-9G GRADE 2000 PSI, BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS A STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IWWALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. ALL INSTANCES, THE CONTRACT ASTM C-478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 300 PSI AT B DAYS, 5 0 P 2 D V UM S L DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" 3 WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING 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 EXCAVATIONS AND SLAB SU&GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. 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 ANO/OR 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. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR VVEIGHT FOR FOOTINGS, AND SLAB-0N-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' -f-PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, HYING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-111' FOR #6 AND SMALLER T FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.1R" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 3e ksi FOR ANGLES PLATES AND WSTUBING HAPES. STRUCTURAL TU IN SHAL L BE ASTM A500/A500M GRADE B F = 46 hsiSTRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B TYPE EORS F - 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIU I. TYPE SPACING A3vL1UTroN 912E I - I ACING REMMKS -TOUSE MASONRY/CONC. HARDEN 00L IIY LONG. 6OIL A GEOOORBUCK TTo MASONRYANC. 1M'DIA NO WASHER T APCON MASJNRV FASTENER 6O� -EMBEO.,TENO IT, 2"EWE T. S EXTD00R5 CASEHARDENEOCOIL S"OIC WINTOWIWORIFAeTW BUCK QMAGETO ems- OR OIA E%PANSION BOLT I6"O/C(3 EMBEO.,K"EN0019i., 1-T, x EE NOTE 6 NNL t 11Y' LONG. BTAOOERED TO MASONRT/C�NC. NRY TO MgeONRVANC. w/WASHER • NC (1rY OAI A) 3' EDGE GIST. W1NDow SUOK CASE HAROENEGODL s•o/c WNODWIDOOR/FASTENED METAL 9TRAPTO CONTACT THIS ENGINEER FOR SPACING x PT, SEE NOTE6 NNLI VY LONG. STA INTOMA60NRVICONC. MASONRY /CONC REQUIREMENTS T. $YA6Ai OOOH BUCK h PT.SEENOTE6 (31 En6'pA I NO WASHER TAPCON FASTNER IB'OC I VY EMBED, BEND. DST I /l'EDGE qST. NON.BFARINGYg00 E%PM1810N BOLT Zi O� PTIWINOOW &ICK O.t38°PAF x219" S"QC <"ENO. OIBT. IVY TOSNEELCOL., SEE Wl geHER STAGGERED EWEOI6T. OTEfi 111SSTTAAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. iK MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 J b 04 ��FpL Lp�S 4 SVHDiv. de LOT: ABBOTT PARK LOT #13 BLK. #9 PROJECT# 04181.000-13091 MODEL/ 4EBB "1828-CALI" OARAOE 9MINO: LEFT PACE: DETAILS 160 PH M C my l DATE: 6/16/21 SCALE: 1/4"=1r-0r' SFIEET SN1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O STAPLES INSTALLED, THRU SOFFIT AT NAIL HEM AND IN VALLEYS N k—�* MAX. DETAIL A FASCIA O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL OFFIT 1O HEM AND IN VALLEYS STAPLESINSTALLED( 12" O.C. MAX (INTO O O7 WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 STAPLESINSTALLED 7O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAX-01Ic- DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFITS"' 3O J-CHANNEL-/ J" n r%r—T A l l r- TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN SEE DETAIL'A'—//ff SOFFIT � 1 SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL'D' EAVE CROSS—SECTION SINGLE SPAN M—CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSMOI / BY OTHER EMB. WOOD BATTEN 11 �7�CHANNEL® DETAIL B .1 J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING 07 STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 6 1X2 WOOD BATTENS �2X2 WOOD BATTEN 10 O SOFFIT - INSTALLATION SCREW, 3O TRUSSMOIST/RAFTER BY OTHER 2 1!4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO (� WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN ATTCHMENT 8 �„ MAXI FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ DETAIL C 12" O.C. MAX (INTO (D WOOD) IN J-CHANNEL J—CHANNEL CONCRETE/CMU OR _ SLOT OR T-NAIL @ 12" 5 WOOD (NOTE 1) O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. VE WIDTH DOF (ERHANG) CONCRETE; CMU OR WOOD (NOTEA ) VL I I'91L 11 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA#: 0003326 a 0 > U13DIV. S. LOT ABBOTT PARK LOT #13 BLK. #9 PROJECT* 04181.000-13091 MODEZA 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C SCALE: 1/4"=1'-O" S ZT SDZ 4 so s ob