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HomeMy WebLinkAbout7952 Broad Pointe Drn 99 91828-4EBB-CAL19 HOMES 12602 TELECOM DRIVE, TAMPA, F1 33637 T4ml: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COI CODS REVAILINC CODES FLORIDA BUILDING NATIONAL ELECTRIC COO AND THE CITY OF: EP Y .hILLS ORDINANCE-'- REVIEW ®ATE OCT 1 2020 CITY OF ZEPHYRHI I PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . RaM BIMam coo& :SIH Z11' N (2M7) •+uL wr,�1. AND srAls tours .00CUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB *KIN. nrTeRtoR FINISH - cLAss B BASIC WIND SPEED - Yult=160 MPH Vasd=124 MPH :EXPOSURE - C •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING ADJ. ADJUSTABLE AMP. AMPERAGE BD. BOARDLUC c B. CENTER CAR CLEAR CONCONCRETE CPT. CARPET c.T. CERAMIC TIE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP D& DOWNSPOUT DW: DETAIL EA. EACH ELEV. ELEVATION . EQEQUAL EXL EXHAUST Ear. EXTERIOR F.G.1X. FD®GLASS F.G. FUEL GAS FIR F o SH FLUOR. FLUORESCENT FIG. R FOOTING FRENCH �R GA. GAUGE GAR DISP. GARBAGE DISPOSAL RRD H'FfR TCmC nr °F1 °RE INTERRUPTER M GL. GLASS GYP. BD. GYPSUMBOARD H.B. HOSE BB H.C. HOLLowCORE HM HEADER HOT. OR HT HEIGHT INSUL. INSULATION UHT. INTERIOR LAV. LUM. � MIN. M.T. MID. o.CB. PL P.B. Pa PLY. PLYWD PR. P.T. R BAD, REF P.M. S° S.D. S.H. SHT. SHTx0. SHWR Sim SL STDL SwS TEMP. TBK. T.O.C. I P. T.O.S. TYR U.N.O. V.P. W. W/ WD. MOW. W.I. LAVATORY LUMINOUS �lE'NE ADIN MINIMUM I.ETAL THRESHOLD MOUNTED NOT TO PROPERTY PUSHBUTTON PHONE PLATE PLYWOOD PAM PRESSURE TREATED RISER RADIUS RETURN FRIGERAIR ORIll OO REFRIGERATOR ROOM NO RSOLro� EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS SHEARWALL SECTION GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER wiTH WOOD WAWTERHeaIFx WROUGHT MON DATE DESCRIPTION VWb/b CAW WED ARCHITECTURAL SHEET DESCRIPTION O1�'e 7O"'1PDA1E PG Cl-COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS OUI&/0 CD'SRE-giSIED wnule aoa6ELEVATION&aDDED emba& CD'SRE-I&81ED 04A9/b SOT &�PER M �0 Obi CDBRE-M&M O:/" ADDED CMBLES& FOOTER AT GARAGE DETAIL (FORT MYER&) 0742AS PLAN MAINTENANCE 034&" REVISED LINTEL SIZE AT RiONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 &a,A ADDED ADDITWNAL RECEPTACLE IN GARAGE FER UILL BATSON (MW SQ.FT. CALC. S m 4m REVISED HVAC VOUM ON GCFT CALC SCHEDULE (MLW mbAM AWED'EXMFWRMOWDEEPFOOTER'DETAIL12MA(ON.) LWM 1028 SG. I.T. GARAGE 430 Sa. FT. ENTRY Ig $a FT. LANAI W Sa FT. TOTAL 2362 86L FT. 0b/l1119 ADDED LED LiC*n • KITCHEN 4 BATH PER MARK EMS Ol/" ADDED &TONE OPTION ELEVATION C 4 D ITANIPA) 09" ELEVATION W SIDING -ADDED LOUVER • GABLE ROOF eR&/1y AMD OPT, W-O' CEILING HEIGHTS OV" RE�UW�CT01%WTM C�CTOM „� �T RADA) MAN DA BION& "W" 0".8'•0' CL& HOT: ADDED LED L04T IN FOYER ®b00 OFT. 8'-0' CL& NOT. ELEVATION 'C'- REVISED HE&ff OF ARC"Y M � ADDED YAK 'L'''I'I'(ORL) STRUCTURAL SHEET # DESCRIPTION mat ADDED ELEVATIONS T1G'•'FN'•Tt&' (ORL) PG Sl—FOUNDATION PLAN PG SlAA-DETAILS. PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG 53.1A—DETAILS PG S3.113—DETAILS PG SNl —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'Is IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RFI's HAVE FOR UNCLEAR ASPECTS OF THE BEEN ON DNSTRUCT[ON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL327E0 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com L AA M: 0003325 b b a >stJHary ae %oT: ABBOTT PARK LOT #13 BLK #8 PRO.TL'CT+� 04181.000-13081 MODELc 4EBB "1828—CALI" GARAGR 9WIMG: RIGHT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. I - 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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." TIMEIER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR 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. PL.UIIBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %: PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5, ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2, 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERIM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIORRSSSHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, !/8' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L. FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063.15A AND R703.7. FM RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 17 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 AS DESIGN GROUP$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeatgngroup.com AA k: 0003326 w r [f O 2D cl StmDly. Ae OAT: ABBOTT PARK LOT #13 BLK #8 PROJECT* 04181.000-13081 MODEU 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C Drma;TATM, 09/30/20 MICALE- 1/4"=1'-O" SiIIiEET GN 39'-8' - I a � � I '11 o • 9 i o NJ � + i j p Ii au , ' �� • • :JI'11 ME i�� o 0 � - . . _ mm 0 i ♦.�a .. ■ .. m BOLLARD o' m So REa ME m ' PER BLDG. . �1.GARAGE m p FOYER Im mommmomm Ma C =0 mIol///ol ou//Ila Eff FLOOR PLAN SCALE. 1/4' " I'-C' -IF SQ.FT. CAM'S LNMG 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRT Ib SQ. FT. LANAI a8 SQ FT. TOTAL 2362 SQ. FT. B E7830�OIO�QAIB OIBBIm BMW FOIE 11OWNWINDMA II WO NOT" FOOTAGE MIN. WINDOW ic 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SGD. MIN. 41 5 31/-38 CRITERIA *010 O.W.D. 112 5 282/-313 BASIC WIND SPEED MPH - 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II. EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OMMOK7130111M C TOP PLATE 0 in BAR DETAIL NOTE: -2.8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETUR I AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m L AA N: 0003325 74 c kbk b fABUDM m Wlil BBOTT PARK LOT #13 BLK #8 PROJECT 04181.006-13081 MODRU 4EBB "1828-CAU GARAGE NWD9G: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C DAturr 09/30/20 BCAL.E: 1/4"=1'-O" 8HEET Al (TYPJ SHINGLE ROOF FTF'ON KTIIi1 OR B EQUIVALENT DECORATIVE ECMIVRABZ I��Illlu■■IIII 4' RAISED ypd �IIIIuUlllll_ I - (TYP.) -------------_--- BLDG. HOT. FRONT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FOOR R103A Ii OFF RIDGE VENT FYF'ON LVI7X24 OR EQUIVALENT OPT. COACH LIGHT 0'-0' FIN. OFF RIDGE VENT OFF RIDGE VENT AREAOFATRC = 2364 SQ FT. NET FREE VENTILATION AREA REQUIRED = 3/300 REQUIRED VENTILATION AREA 2364130D 7.88 VENTILATION AREA X SQ IN046 PER FT. (144) = 1134.72 SQ. IN, MIN. REQUIREDVENTIIATION = .SX 1IM72 IN UPPER PORTION OF ATTIC 567,368Q IN. OFF RIDGEVENTILATION AREA = 1155LL IN.PIAVENT S67.36/115 TOTAL R OF VENTS REQUIRED 4,93957 TOTAL OOF VENTS PROVIDED 5 'ARFAOFATTIC IS THE PEMMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOROFW NO OVERHANGS INCLUDED MUM 0 FE] LEI LoRmll llinill r—i OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH 18 0 h0'-0q FN. FLR LEFT ELEVATION SCALE: 1/4. 1'-0' TEXTURED FINISH OFF RIDGE VENT 8'-0' BRG. HGT, 8'-0' BR3. HGT ip �9 0'-0' FIN. FLR - ----------------------- - — - — - — - — - — - — - — - — - — - — - — - — 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH ON 2' DECO. A SCALE: I/2 . I'-0' -0' FIN. FLR. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 wwwAMosigngroup.com AA M: 0003325 8 F Fn TT PARK OT #13 LK #8 PRO""" 04181.000-13081 MODELa 4EBB H1828-CAIJ GARAGE awlxa: RIGHT PAGE: ELEVATION "D" 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —F—R owv OUTLET 20 A1T SMA POLE SOV OUTLET IIOV OUTLET VJ OP OUFLET WI® TO &mTCFI GPI IIOV OUTLET E(ANPED WAiRD FNL NTWIR RATER pSISTANT T1173 220v OUTLET (4) MPG CONNECTION ENT. wAnsia4lOOP OUTLBT GP OU D FAULT 141E1EElTER SNITCH OUTC14 !-WAY OPER OUTC 4 4-SWAY OPER ��kf./6� WALL �D • L/ LERT CEILING, LIGHT © LED Cm LOW4 LED VAPOR ©VI- PROOF LOW O VIp VAPOR PROOP Law Op REcasaED CAN ® VENT. PAN I CFM MR SG PT. VvNT. VSNT. IT I CR7 FOR SG PT. FOLIUM (SF7UL TED 6T OM 2•EILO YNSAF ® L AROUD ( % OIR4P (e1IIiAeE rw., { T PLUORESCOW 4' RLOIa1OCW p]=� G 4' TRACK LIGHT O PANEL METER • S.D. er1dKE DETECTOR ■An- eAO8.t1PCOGLI YEiUSeOYIEL ry �� 1 w t WALL MOUNTED a'k71Q DETfCTQ! GATT_ s&G&A-E yILyB� CARBON 8701E cameo 11W,L aE A DISTANCE OF NDT LESS TtM 4- M OAR LORD Ll\ NATURAL WO TBJO%i E JACK E4 WATER 1.; =-BlIIIZAIM OISOORECT M AM ON FO TBLEVNNON JAac LNtl SON POWUNM O J.OpX TO BE f11FT01RED N AW ICO AtrAXM:PWJNM AsS aI2uI POR N Cis most poompup M Y str"cwIED Sit12LNtl PA1A.IGNT ACCOIOANCE V ION MAPIM AS OUOR Pell manna 24' NraDpeo4r Lido" &TRIP nno K' NOA®BSCINT ucbw etRP DDo 4' NCA DBOCEW LIORT STRIP ROOD LBRT KY OPT, acumen IQIT.AD • PA FUSR-BUTrom FOR CHINES use POISE • LOCATION OF TV JACKS 4 ROSE OUTLETS 4 PANS TO BE VERIFIED a ROM M41M PRE-CONSTR,OTION rRE m& • ALL B 4 20 AMP 001141404 CIRCUITS, TO IB ARC PAULT F70ED TECTMR ELECTRICAL PROVUUQi! OF INIZ ATY mI110N []OM0 4 NEO 710D 204 1101110(. • 20 AMP cEDICATED LAUNDRY CIRCUIT. am a IOLA40 MOT ON KttCHM CIRCUIT) • DINW4BER Viacom= TO as LOCKOUT N PANEL • BAT411COM IDNABT PAN TO WAVE MIN CAPACITY OF be a" KMWITIENT PER ELECCTRIC& PROVISIONS, OF SacTIOU MEOr3 PBOa At4 mM104 r20n3 • LASDRT ROOM RIICEPTACLE lFIALL BE CI QUID PALT CIRCWT-NTERPMFnM PROTECTION FOR PERSONNEL ON PEEDERS • WRNS METkICD SMALL BE NON METALLIC CABLE PER ELECTRICAL PROWNp1S OP Beta ATR V—Get 1 • ALL WORK TO COMPLY WITH ILECTRCAL PROVISIONS OP TFE PBCI4 ATR m (20M1 . TOLL LArIPM 9— 1!0 YI a�ran SY BUILDER AND TS1 O! LIdRTSId MMT RE BlR%Y TYPE am 1714LrItaY Ej= B4ORGY =*MKN VATICN (RE,61MMA]ION P11411,43 CEILING I �• •� MTD, LIGHT TO BE 'PRE-WIREI INSTALLED, CLG FAN PROVIDE C ' `J J-BOX FOR \ \� GFI� OPT. FAN I DINING l� ROOM I LIVING ROOM (\. .7 PRE -WIRED`; CLG FAN Cl `J / I I I I I 1 1 BUNTCFI I --- CA FOR Dw _ T_ /--- GPI GFI J L — L -- / ° \I .a&i.1.l.aaE \ RANGE 1 GFI O GFI / HOOD WIRE W/—y FUOUTURE MTLET ICR FOR ® BDRM,j€ PRE -WIRED \ CLG FAN I I`•J� i BDRM,j / PRE -WIRED CLG FAN i I \ I 1 I 1 I I O 1 1 1 I 1 I I I I I �{I S/CO 1 I I I K I•C���\ i BDRM.#1 � F'I�-WIRED CLG FAN / I I I 1 1 I gol BDRW4/ PRE -WILD CLG FAN \ J \ WALL MOUNTED E50-LARD \ LIGHT W/SWITCH IN AS REa \\ PER ATTIC CODE GFI CLG. KEYLESS OUTLET FIXTURE id IRRIGATION OUTLET •4S' AFF.GARAGE RiFOYERLL — — — — — — — — — — — — — — — — — — — — \---------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALES 114' a I'-C' WP Panel MAIN -A PANEL: 8116%pert breaker VOLTAGE: 120/240V-lPh MAN: 150 Arrp M.C.B FEEDER 3- 41 Cu TIMN & 1-AS Cu (G) in 1 12• C. OR 3- k2A AL T1fiAN & 1-7/8 Cu (G) in 1 lrZ C. Wln Pclo W Dos tlan Watt annul I an:ua two. Do Skr Pao M. N2 1 ID EaakrRM eN GF11rN0 12W 1 2 S ee t12 2 10 1,12 n Pump t000 Ispon. S 5 5300 rX C.U.-1 35 1 2 1 N sMu i a PANEL -A PANEL: 42 cIt breaker VOLTAGE: 120 / 240 V -1Ph MAN: 150 ARIA M.L.O. FEEDER, S- #1 Cu THWN & 1.08 Cu (G) in 1 1/Y' C. OR 3- S2i0 AL THVVN & 1. SB Cu (G) in I Irz C. vc.Pli S4 Daoal Ilan watt Cl—K amid Walt Meer! eon Skr Palo wim 012 20 S. 1 ca 1500 1 2 8000 Ranao 50 2 _ R 412 20 ARwauaw / HNd GFI 1800 3 4 02 20 SnNI AppINnea 1500 a a 4500 Wotr NaYr m 2 410 012 20 R x 1500 1 a 012 20 Dining RoccIM AFCI 1500 0 10 1200 1 1 20 1 M2 e12 m eon ORR oYro 12DO 11 12 two aahwI.M.l 20 1 012 014 15 F e,/HOE/Bed 42&WSYh 62AF0I 9w 0 14 5000 Orysr GFl 30 2 #is e14 15 Loin, Room, Lon. AM we 15 tS 014 16 Whom, Pud &Dinln L AFCI 000 17 18 1500 MO. GFI 20 1 02 414 IS ISO&C/O AFCI N00 Is 20 IODD Gonigo Der OpmwGFI 20 1 12 012 1 20 Lr / Sod N / OM AFCI 1200 21 22 12DO Gee I E.todr W & R cleo AFCI 20 1 AN 8 23 24 No GA1IeH� Sins AFCI 15 1 a14 S M 25 w NO 0—,. eotmem AFa 15 1 414 6 c 27 28 S e o S a 29 30 1. M carpb on 20 1 412 3 w 31 32 S u S M 33 34 S & a w 38 sp... S 7 38 S lee R 2 35 MCAHU-1 suer 5l(VA of ei% Sm 36 4a Spot. 41 42 S ea L.d.djoattc,donand ltlr eYeulYbns/Ira 18000 25700 LatlM ortdomntl tctarcYPWatlano/IM Demand FoctDr Coiculartims, ABBREVIATIONS: AM: ARC FAULT CIROUR INTERRUPTER NC: NCN4VNCIDENTLOAO GFI; GROUND FAULT INTERRUPTER TaW ld.ubjdt Mmond Won 4D00 ' not 1OXG ootlt a IDS% IMOO RomukN wolb 040% 130N0 Idol A/C kOtl 1N21 LOAD CALCULATION IS BASED ON AC NON -COINCIDENT LOAD TYY connaew Loetl Wma 33N0 To1N Am mt1240 was 141.9 GWOMI Lt bB1 & Race ole Load Totol A/C S uao Foot 1828 Gooml Lt & RM 3 W / Sit. Ft. 5484 H Ya 1 at&5WI-1ket 100% 85 Toot Gina.! Light. & Roo port.)5548 Ckts(7 Tom! welt OmmI Lt & RM Penti A 91 617 5549 I L I I I \ LED LIGHTING C SINGLE LAV. a BATH R I I I i 6 I I I I L I LED LIGHTING C DOUBLE LAV. BATH •I METER FIELD PROVIDE lwy0 a, THIN • 1% CU N V CODIZrt OR! VERIFY AMO AL, 11-M • 1% CU N 2' CONDUIT OR 2/0 AL SAA LOC. /CONDUIT TO TERMINATE ABOVE 601" a OVM04AMW 150 AMP ELECTRICAL RISER NOT TO SCALE COMD I. SERVIC[ OWC0N EW SWITON AND OBIORAL NOTE M ELECTRIC MET ER INOr A ELECTRICAL MATERIALS AD ►tlTAU ATIaW SMALL NEMA SIR ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE @lI1 L ;COODES, AND ALL LOCAL POWER PROIEKM EL ALL COFDUCTOItl SHALL BE TYPE i1S14/TVIIN UNLESS NOTED OTkERWlE 1ELEFNRE OERVIO! OAIN.B TBLINNON PALER CQ7•ANT TRAEPOR'ER SERVICE ENiRA1Ca BIIRAtICO Ll ECLR'�4I !(iIFT'e1T NIERSYlTEM BONDMG R AT LOW V AM VOLTAGE COIMECTIONS LLECTRICAI. SERVICE. PROVIDE !'I COPPER /CW INs— I V CU SBRVOE GROUND CONNECTED TO 1-IGIE " DIA SODILS M PVC CON OWT OR PROVIDE 3 ELECTRICAL LEC RlIENCASED FOOICR STEEL PER 4Ap ALUMN 11 (AL) IN 2" PIA SONVIO LE N PVC MENTION CC AL PRONMON! OF THE �iH CCNOUlT tmm NA= to PROVO= BY Tm EQl ELECTRIC COMPANY. C00MNATM WTN TIE ELECTRIC 6/S" DIA X 0 PT LCNOI COPPER CLAD ONLOUID ROD COPAR- PROM TO BID. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA 111: 0003326 74 U a O TA I� b tu x Rg fpR unDm Z IJOTBBOTT PARK LOT ##13 BLK ##8 OJECT#R 04181.000-13081 MODEZA 4EBB 1t1828-CALM' GARAGE 811ITNG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C %I DATE: 09/30/20 B1CA=: 1/4"=1�-0" !!HEST E1 TO PLUMBING PLAN SCALE+ 1/4 . I'-& VTR KITCHEN SINK W/ AUTO VENT Tue "k, 1 1/2 2' VTR'�j,y 1/2' / 11/2 i I rWe r 1 112 I 3. I/2'� LAVV I I WASHER PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH:407-774-6078 FAX 407-774-4078 wwwAbdesigngroup.com AA 8: 0003325 r74 <o 0 4A 11 J MOT avnDIV. ea w ABBOTT PARK LOT #13 BLK #8 'Faon=Tlp 04181.000-13081 MODZT- 4EBB "1828-CALI" GARAGE BWMCI: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C 0 DA E: 09/30/ 00 aCAL.E: 1/4"=V-0" m*mmT P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 814ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATMG. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI 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 6. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 6TH EDITION (201'1) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATPOW16 SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTANMG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) 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. 9. ALL FIRE RATED CEILINGS AND WALLS SWALL HAVE AN APPROVED FIRE OR FIRE/BMOKE 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 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET UMTH MAX. SIX ELBOWS. ATTIC \ CEILING 0 C PLENUM p y AIR SUPPLY �' AIR HANDLER __. _ 1 EVAP. TRAY SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG 1 NOTE ALL NVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES HVAC DRA EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO / CONDENSING UNIT �TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 30T2.4 INS FIN. FLOOR OR WALL LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR 000 O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PAS6-THRU AIR GRILL SECURE STRAP TO C0NC. CONDENSER W/ (2)-3/16'X2' TAPCOVS UNIT SIMPSON WS ROLL STRAP OR EQUAL 4' CONCRETE SL SECURE STRAP TO UNIT W/ (2) ISXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK. C.O. PLUG SPEC. 1'-81XS' CONC. I I FIN. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS PITTING OR REQUIRED EXTENSION TO SOIL //-- WADE 8240-K JOSAM 86000 OR WASTE AS INSIDE SERIES NICKEL BRA86 TOP REQUIRED CAULK P.vL OPT[/SPEC vFL00R SLAB CLEAN -OUT (TYPN DEXT. GROUND CLEAN -OUT (TY�PN. )) NOTE. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION MECHANICAL PLAN SCALE, 1/4 • I'-0' ■ 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003326 1 yp b b R I. aL7 E as I.oT ABBOTT PARK LOT #13 BLK #8 PKOJECTIF 04181.000-13081 MODEIU 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C �R FLR �,6 2 PLATE I�I..4N Y PRE -FAD T14M IA' OLG. DOARD V2' DRYWALL - SECURE DT. — PLATE TO SLAB UV 10d MASONRY NAIL • 32' O:G. MAX 0'-0. PIK FLR 2X4 WOOD STUDS *24' o.C. l9yIL: aluya Ilr PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. 1 TYP. INT. WALL NON—BRG. Di SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' 0.60. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 0. ELEVATIONS TrP. O.N. VENTED SOFFIT In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5/8' GYPSUM m OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'•1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL �` I — INSULATION �WIND WINDOW ATTACHMENT AS PER MANUFACTURES GR SFEGIFIGATIONB REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' Or- V CMU In, GYP. ILL. BD: WOOD BASE — n W/ WINDOW OPENING H FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW51J ON J' 0.8E. SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY B TYP. WALL SECTION NO OPENING NOE; PER SECTION S05.1.1 - FOR ROOF I 4 1—STORY HIP BLOCK WALL () L`A ERUN E"P'LAYMENT SYS EM 1 SCALE, 3/4'.P-W IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER. (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 8E PER ASTM 0226 TYPE II, ASTM D 4865 TYPE IV, OR ASTM D 6151 M nOR OM LN a 2 GAS LINE THRU BLOCK seAu. vr.rr FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I' OEB. SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V cm I.." TYP. ON, 1 _ WOW JAM MR mopx,-r aALV. eTm orala[en oom APPROVAL PM v, Qp. TRACK by Gm4m er nAv. 'L PmTomm TO Pl=y w P"DOWT ARMOVAL F L 3_ _ GARAGE DOOR JAMBS Di SCALE: I1/2'•I'-0' i-2X4 SPF 24' O.C. MAX. - SECURE W/ (2) 12d NAILS e EA END 2x BLOCKING BETWEEN TRUE .-PER STRUCTURAL DETAIL STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG LLD. TRUSS — CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ WE' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD nW/ WINDOW OPENING ei R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL W P.T. FURRING STRIPS • 24' O.G 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON I}' O.G.B. SHEATHING OR J' COX PLYWOOD SECURED PER 0. FASTENER SCHEDULE TYP. MTL. DRIP EDGE OH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY r 7] 0�� 'FIR FLR. B TYP. WALL SECTION NO OPENING r5_"�1—STORY GABLE BLOCK WALL 1 SCALE, 3/4'•I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32780 PH: 407-774807E FAX: 407-774-4078 www.abdesigngroup.com AA M: 000332E >b 29VHDIV. Is LOT. ABBOTT PARK LOT #13 BLK #8 PROJECT 04181.006-13081 MODEL 4EBB "1828—CALI" GARAGE STR![NG: RIGHT PAGE: DETAILS 160 MPH EXP. C i 2X& P.T. • CENTER OF DOOR HEADER 62CLMO W( (U V2' X S• J-BOLT W( 4' MIN EMBEDMENT W/ 2' X 2' X N' WASHER 4 NO CR IW (2) VJ' X S' ANCHOR BOLTS W/2•X2'XN' W4"m 4 NUT m SECURE 2X4 CN RAT TO BLK m WV MASONRY m NAIL& Omsk ED 2X6 4ARAW DOOR BF(I) W/ (5) N' X V J-BOLOR ® BOLTS. W/ 4' MSL EMB2' m X 2• X I/W WASHER 4 IN e' O) TOP. (0 WITNN STM,(9)EVENLY SP 9 ® R d NOTE& ALL ANCHORS SHALL BE IN ACCORDANCE TO M~AOTUIER'S INSTALLATION INSTRUCTIONS WERE d w&T TIafY 4 f ATla1n®,R GARAGE DOOR t BUCK ATTACHMENT .�+�. �, •.-. 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) 8' CMU WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X K' DRYWALL 18' O.C. MAX SPACING MUST BE ON OUTSIDE 4 I'X4' OR I'X2' P.T. NAILER 2X64 SECURED THROUGH ix4 P.T. OR %'X4' MIN. SECURE TO BLOCK W/U-AAA' NON-STRUCTURAL • ❑ SECURE THRJ FRAME 4 TAPO" TAPCON MIN I-Y4' EXTEND I-Y: INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK W/ )A' TAPCONS MIN. HEAD SIZE 300 , cm ❑ (MIN. SWANK SIZE .145 MIN. EMBEDMENT I Y49 DRYWALL MIN. HEAD SIZE 300 MIN. EMBEDMENT I!s' WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. �lp"x4' OR It- P.T. NAILER WITHIN 8' OF EACH END 4 2X&-. o ❑ IV O.C. MAX SPACING SECURE TO BLOCK W/2-%' Y&' OZZ. X 4' MIN. DOOR CASING TAPCONS (MIN. SHANK SIZE." DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW ATTACH TO 2X PER WITHIN W OF EACH END 4 ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURER DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 MOMW TO BLACK +3 4 OR +5 4 `4 SCALE, KTA. 2X4, _ SECURE TO BLOCK W/ Vo' TAPC40NS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') WITHIN 8' OF EACH END t IW O.C. MAX SPACING. 2X6,m SECURE TO W/2-W6' TAPCONS(MIN. eAK SIZE 14D MIN. HEAD SIZIt- m WITHIN 8' OF EACH END t MAX SPACING, 2X8, m I'X SE TT MIN.EMBEDMENT I &) �80 BLOCK W/2-i(.'IMiN. SHANK 812E .145 MIN. HEAD SIZE 300 WITHIN 8' OF EACH END t M IU 18' O.C. DRYWALL 4' OR 1'X2' P.T. NAILER OOR CASING DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) COA AC 4 TO 2X PER ANUFACTURES DETAILS. 18 O.C. MAX SPACIWCNOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ys') DOOR JAMB TO BLACK +1-1 2" Rumor TOBSCALE: KT . CM NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-IgQp" C +1- 5 S ALE, KTA. 2X4== NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-IgQp" C +1- 5 S ALE, KTA. 2X4== SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W!U-%' NON-STRUCTURAL 3b' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') g. GI 0.J WITHIN 8' OF EACH END • 1S' DRYWALL 18' OZ. MAX SNAKING. I'X4. OR I'X2• P.T. NAILER o SECURE BLOCK WQ-i(.' DOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y; ) DOOR JAMB TO BLACK +2 1 } D WINDOW TO HLACK +2 1 4 SCALE, KTA. 2X4m SECURE TO BLOCK W/ TAPCCNB (MIN. SHAW SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT i Yi) WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X 18' O,C. MAX SPACNG. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/!-i4'NON-STRUCTURAL V TAPCON MIN. I-Ys' (SH (MIN. MIR SHANK SIZE J4549 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT 1.49 • DRYWALL WITHIN W OF EACH END 4 X4OR 1 X2' P.T. NAILER IB' O.G. MAX SPACING. El 2X8� SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I A) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 110144 A41OM fo ft"J O=W Hof DcmA') DOOR JAMB TO BLACK +3" E SCALE, N.T9. 2X4mm SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X&� SECURED THIQ' UcvH SECURE TO BLOCK W/2-%' NON-STRUCTURAL ' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I -y4- 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MM EMBEDMENT I Y') WITHIN 8' OF EACH END 4 8' GMU 18' O.C. MAX SPACING. K' DRYWALL 2X64m ❑ 1'X4. OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-i(S' 2ND 2X SECURE TO TAPCONS(MIR SHANK SIZE STRUCTURAL MEMBER 145 W/l2I2d WITHIN W OF EACH MIN. HEAD SIZE 300 END t 6' TO 8' O.G. MAX MIN. EMBEDMENT I ' ) CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPA'-W-% ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y: ) DOOR JAMB TO BLACK +3" F +" SCALE. KT9. 2X4= SECURE TO BLOCK W/Y1 TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4*) NOTE, STRUCTURAL 2X WIT14IN 8' OF EACH END t MUST Be ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROWN 2X6=e= NON-STRUCTURAL '16' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Yi TAFCONB(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , cmMIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 IVOr- MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XSm a SECURE TO BLOCK WA-1/4' Yo* O.S.B. X W MIN. TAPCONS (MIN. SHANK SIZE 345 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O:C. MAX SPACING MANUFACTURES DETAILS. N014 •11t Y 1®p To IRIlti W� (DO ItlI pCO7A') DOOR JAMB TO BLACK +3-7/I6" G WINDOW TO BLOC +3-7 18' E, N.T9. 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y♦')E= 8' EACH END t STRUCTURAL 2X 18'WITHIN 18' MAX X SPACING. MUST BE ON OUTSIDE t 2X0m SECURED THROWN SECURE TO BLOCK W/I-V4' NON-STRUCTURAL V TAPCONS, TAPCON MIR ( (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD 8IZE 300 MIN. EMBEDMENT I Y♦') S' CM WITHIN W OF EACH END t jL DRYWALL 18' Or. MAX SPACING. I'X4. OR 1'X2' P.T. NAILER 11 2X&: 8EC IRE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WIT14N 8' OF EACH END t TTACH TO 2X PER 18' OjC. MAX SPACING. MANIFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BIACK +3 3/4" A K +3 4' H SCALE, N.T.S. Ii N. RONALD RFAGAN SL LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA $: 0003325 1 �74 Z 7 `-+ C >lunDIV At LOT ABBOTT PARK LOT #13 BLK #8 PitoizCT/I 04181.000-13081 MODEL: 4EBB "1828-CALI" GALRAGZ USTIFMG: RIGHT PAGE: DETAILS 160 MPH EXP. C DA 09/30/20 USCALZ: 1/4"=1'-0" X11WZT D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10532.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16S03.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-R5 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL115353-114 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 22/32/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2027 FBCR 12/31/2020 .2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 .20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 9.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 .3-R6 rFL THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 47.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 .2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOORw/SIDELTTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891A-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL1S216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 30477.14R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2027 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL1S8.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/22/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/31/2020 1441 N. RONALD REAGAN SL LONGWOOD, FL 82750 PH:407-774-6078 FAX 407-7744078 www.abd"gngroup.com L AA #: 0003325 C b kbk 6 a 81U13DM & LOT ABBOTT PARK LOT #13 BLK #8 PROJECT# 04181.000-13081 mol)ZLt 4EBB "1828-CALI" GARAGE 8Wn4C9: RIGHT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C DAM 09/w/20 scALE: 1/4"=l'-0" e*acm D3 PREFORMED CONTROL JOINT-) FLAMM CIA CONTROL JOINTS Td BE WIRED TIED TO LATH B S• OG. MAX (VERTJ. PALL DO NOT PASTEN CONTROL JOINT TO WALL EVEN IF STUD EXIST$ BEYOND EXCEPT STAPLES W MAY ISE USED SECURE CONTROL JOINTT TE'!. DURING INSTALLATION --\ FAatENERS TO BE SPADE • T' O.C. MAX VERTKAI.LY / PLASTERS COAT CEMENT WPM LAYER 4, PORTIFIBER BULOM PAPER APPROVED METAL LATH FASTENED C' (VERTJ O.C. MAX AT SIR^PORTS WIND LAYER % STUCCO WRAP WOOD SEAT14MM \ GA TO I•� LATH NOT H SMALL r•TO G' BE CONTINUOUS Ms vTo s• THROUGH CONTROL \ JOINTS BUT SHALL ISE STOPPED AND TED AT EACH SID& PER ASTM Cl PROVIDE 2X4 BLOCKING IMIA PLACED PLAT MAX S' TO B' PROM C2COWL JOINT WNW CONTROL JOIN FALLS ON Nam,\ FASTENERS FOR TO MAILS / aTRUCTlIRAL STUD LATH BE OI\t STAPLES IN CO MIANCE UV ASTM CIB63 i 2. WINE TIES TO BE (MO. IS) 0A415' WIRE / % BLOCKING SHOWN MAY BE IN ADDIT17 \ TO WALL STUDS ROCUIED PER MAN o OLtCLD NWiIV -R.A O Ln.A nuaMo. A L CRAM -Mr.B • COMA" - fer.O ® OFOLD n e11MELE ROCp►tl - ow ION. amm.'P I)',_,' EXTBC U2. SOW SUATWINSMIDDIA&WALLT FA&M 4' Or- MAX OL POW INIUMV A Pr. A 2. awa-P1.B FOLD At ® L xoLD fla1W . n. A aaawe-R.a 2. CRAM • R. C 4 FOLD A. C OVM R. B T4-1. R.O TOUCH" aotTaTtL.NWI Is;>, 1-;K�> ~~� tIMTM TWIN NIL POW. pQ 2 GI art. 3 COAT C PERT rIRA141114 N' 2 COAT bk2ML APPROVED BUILDING WRAP SMALL RS LAPPED A MINIMUM OF •' - VERTICAL LAPS (ROLL ENDS) 4 S' • HORIZONTAL LAPS. ALL SCAMM NEED TO !!E TAPED WITH FORTMER SMEATNMG TAPE \\ I—LAP.MT-LAT4 'X LATH VERTICAL LAP TO DE V METAL LATH I WINE LAYER -L STUCCO WRAP \ WRISLLAYER PERR7RTIFU7ER/ / I I ro PEER LAP SCALE. I IR•.1'.O' ® KIC KO UT DETAIL PAPER 00" OX.T) IR % RAPOMVME acT, H Q DM.DNE ~ atle RyMtlI.IMP I RIME aN�LY) nw+. ae ew .w WALL 0.46HBMa y OsrAc, WATM TIEHr MAI. (Sao OR ROLOBK ®EEJJIIJjEIE 4 , wTKl ALL a(OUT AT BOTTOM 0- (COP M WAIL NMM2w„ow NOTE, SIDE LAPS OP METAL PLASTER BASES SILL BE SECWED TO PRAMNS MEMBERS. THEY SMALL BE TIED BETWEEN SUPPORTS WITN CAT416-K (1.214' ) WINE AT INTERVALS NOT MORE THAN a' (22a-MIA AS PER ASTM CBS3 1AL FOR REPAIR OF TEAM IN W IS LAYERS. TEAM MAY BE PATCHED WA40UN WRAP TAPE PER MJ• AN. SPEC. OR PEEL 4 STICK WOOD SEAT BUILDt PAPEP STUCK 4'X4' APPROVED HOOK WRAP. FLASNSI6 TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE �/ ILASHUdG STEP 01 J' THICK 3 COAT CEMENT PLASTER METAL LATH UM LAYER 4, FORMIBER BUILDING PAPER a� WOOD SHEATHING OR CMU WRB 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 CURB 4 TAPE OVER ROOFAUALL 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. INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — RZOARED TO SECURE FnFW WIRE TO PRAMIG &'xi• SELF-ADMORMG MEMBRANE PLASaMG (C4MPATIOLE UV HOUSE WNAQ• MATERIAL) OVER 4W SELF -ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. PLAEHIING re ExroND ONTO PIPE 6T�p CUT AND OVERLAP ONE SIDE OF R STEP v F ASHIG ING MEMBRANE WM LAYER % STUCCO WRIP WUD LAYER 9, FORTPWIER BUILDING PAPER METAL LATH •'xi' SELF-ADHERMG MEMBRANE PLASHING OVER 4'X4' SELF-ADIERMG MEMBRANE FLASHINS OVER APPROVED HIOISE WRAP. PLASHING TO RXTaND ONTO PIPE 4'X4• SELF-ADFERIIS MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. '- TO EXTEND ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED HOUS9lRAP AIR INFILTRATION 6.4RIRIER OVER SHEATHINS ELASTOMERC COATIS OVER aTUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION FUTS, Extefl r use of poma"a ce t pester shall co"4 vaN the applimflm mgtalarranb of ASTM C 026-12A. I"etellabm of extetlor WtNrg and hwrkg "I comply aMW ASTM C /0U3-/2A. PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER-.-.-•- - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdOUig'g'Oup.com AA S: 0003321 m y C a MW 1 BUDDIV. Ae LOT: ABBOTT PARK LOT #13 BLK #8 PROJECT# 04181.000-13081 MODEL: 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C RDATZ:09/30/201/4"=1'-0"A1 BACKER ROD BACKER ROD WRB LAYER M, STUCCd WRAP INSTALL 6' SELF-ADHERNG MEMBRANE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEGUENC_e OF FLASHING TO BED L BOTTOM. 2_ SIDES, 3_ TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO FL AALL & YW CAULKING a JOINT PER SECTION R703.7 EWerfor Whhw and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. II HOODED VENT J' 1 R3 COAT CEMENT METAL LATH WRB LAYER 4, POW FI15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER a2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 0 TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPEF OVER 'CHICK FLASH' PIPE THROUGH WALL b' SELF ADHESP FLASHING (INSTA PER MAMP. SPE WILDING PAPEF UNDER 'OUICK FI A VENT PENETRATION SCALE- NT.S. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 7, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW `ELEC. METER FIELD VERIFY LOCATION CUT SUCH MB NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FAA EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z BEAT OVER b® MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS —PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRD LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH T/S' FINISH WOOTEXR#EOD -FASTEN TO WOOD BTRIGTURAL ME'IOER a I'Or— MAX .fir O MCIUEED L -r' WIDE STRIP SELF ADHESIVE FLASHMG, CLEAN MASONRY BEFOM APPLYING V FINOW a MASONRY 7B HORIZONTAL WEEP SCREED FRAME TO BLOCK) UlRI5 LAYER "I, STUCCO WRAP 477 CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING 1 APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRS LAYER h STEP #1 STEP #2 WRB LAYER h, STUCCO WRAP 6 APPLY bm MIN MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING FLA OVER SELF -ADHERING FLASHING OVER APROVED HOUSE UIRD LAYER @2, FORTIFIBER BUILDING PAPER STEP #3 STEP 1*4 - ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL ' s SECTION) e ,o 'e e• o• METAL LATH e. ,e STEP 05 STEP #o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 wwwabdaBigngroup.com AA #: 0003325 J 1 17 q 8 8 c a SLTBDIV. ABBOTT PARK LOT #13 BLK #8 PROJ=T/N 04181.000-13081 MODELA 4EBB "1828—CALI" GARAGE 8W I IG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C a � oe/30/zo BCAL.E: 1/4"=1'—O" 8HEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - 2 1/2' CORNER BEAD (FASTENER 4 SPACING 0 1' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R\CORNER BEAD � BLOCK 1441 Ni RONALD REAOAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-0078 www.abdesigngroup.com AA 0: 0003326 74 SUBDIV. ae LINT ABBOTT PARK LOT #13 BLK #8 PROJECT* 04181.000-13081 MODELc 4EBB "1828-CAU" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE:09/30/20 9CALM 1/4"=1'-0" eHEET WA3 kk LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD C4"TRb=ON ESIYOND WOOD SNEATHMG — OEATHER AM6TIVL SARRIER'I MATHER IESISTIVE — GNRRER 4 Pi 4f.• X T LA MOM AWM STARTER 6700P /40, 0 5��� HERN6 tllATUAFATHEI RESISTIVE MAPMER'I BARRIER RESMTivC BARRIER 4 y RAIN GALV9 METAL 7�,grtp .Z. "LASHING sp,bk;6&w on UpIDOD TRIM MEMBER CAAM OEAQ / 77��pp / YISODSTAI'EM'BER I R OR APPPW \\ ` 4 SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION Wom SHEATww. LLEATHER RESISTIVE DAMOR R IDARRIER �FESISTIVE / ! • x T Y.• Ler aom / / \ HOARD 4 ClAr 01 / I d RASH�IMI-G W GW--ADNERMG i i V SEA nCR RESISTIVE PLASWMSTARTER STRIP / ` `\ \\ 4 AVER REMSTIVE opt`\ .. �-ADHERNd. \ — GALVV METAL GALV'D METAL — •2' ILAMMG •:•.L,1M,MG HAROE TRIM PER ELEVATION OEAQ � • / \ / HARDE TRIM PER I ELEVATION \, SEAL GAP W/CArlLKMG OR APPROVED SEALANT p ` OIAQ SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-774 4078 wwwAbdatigngroup.com AA M: 0003325 74 Am o a fA HD VIv LO to TBBOTT PARK LOT #13 BLK #8 PROJECT# 04181.000-13081 HODZIA 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D � 09/30/20 SCALE: 1/4"=1'-0" SHEET WA4 / Y /� - \ 2xb SUB-BANb /> W/I'x4' NOTCH m r - -- _- -- END, WRAPPED IN I / PEEL 4 STICK I fl\ DRIP EDGEAll , I f / i \\\ 1/8' TEXTURED I I FINISH s WOOD \\ 1/2' TEXTURED \ FINISH o CMU \ METAL FASCIA \\ WRAP Ya' FROM \\ ( STUCCO, I' FROM \ a; ---------------- ---- --' j.,° v WOOD WALL \ \ EXTERIOR WALL \ \\ (FRAME OR CMU) `\- NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEVATION ®PLAN A V8' TEXTURED FINISH • U1000, i!Y TEXTURED FINISH • CMU x METAL LATH x x x x x x x x �• METAL FASCIA WRAP WOOD SHEATHING x x x x x x •�:" J OR G'11J x x x x x x ;. ;l WRB LAY6R'I, � STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x � - - ---- BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME O R CMU 2"4' suD BAND ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT !I �l ©I L f ^ * I Q L� ONLY FOR WALL OFF x SET OF COMPONENTS) ROOF KICK OUT REMOVED \\ FOR CLARITY _ \ ROOF DECK (BEYOND) i' ` DRIP EDGE, I' OFF WALL NOT INTO STUCCO) TEXTURED FINISH +� i WOOD, 1/2' TEXTURED FINISH 0 CMU � 2x6 SUB -BAND W/I'x4' NOTCH � END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/I4'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL Wf KICK— OUT METAL FLASHING, WRAPPED MIN.)'4* ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL t STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA s: 0003325 R N o To m a I etmD:v aLOT ABBOTT PARK LOT #13 BLK #8 PROJECT# 04181.000-13081 MODEU 4EBB "1828-CALI" GAPtAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C 7 D A'I 09/30/20 SCALE: 1/4"=1'-0" SHEET WA6 39'-8" 28'-8- '4' 9'-8' 9'-6' 15'-10' 3'-4' 36'-2" 3'-W tO T$ OP OF SLAB '--FM-12X12 —--- 1 — --- F7M-12X18---- �f m / I N � 4" CONC. 7 i SLAB ILL �a LF-24X24 I� 4:31/2" 1 1 r 10'-0 10 i 1d r 1 FM-12X18 EXTEND I SLAB 1 1/2" 4' PVC /� CHASE' r, I r/ / I / �' 0— i TOP OF SLAB F fi N I �, LL I r� /r ,r r� IN /j r/ r� / /f I r' 1 b' 1.1 b — — — TE-1 — — ---- I I (V I . $,3 1/2- 2'-8' 17'-8' 5 3'-0' I 1.1 I Lu b aD 1 EXTEND CON.. �I SLAB 11/2' 2 1.1 I- FM-12X18 SLAB o al X r. +-3 1/2' �+ I 2 *71/2" 1 , 1.1 1.1 1.1 FM-12X18 L _ J F C-1N�2X18 `� FM-12X18 FMC-12X1 8 4 4 1.1 1.1 10'-2" 3'-10' 4'4' L2'-8- 16'-0" 2'-B" 14'-0" 21'-4" 39'-8" FOUNDATION PLAN SCALE: 1/4' = V-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +44r, SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 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, OINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30', #6 =38'), 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,ODO PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 630-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 630-13/ASCE 5-13, USING: Pm = 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 i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W t.1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG E-1 8' 10 - s FM-12x12 12' CONTINUOUS 12' - 2 #58 FM-12x18 12' CONTINUOUS 18' (2) #5's (+)0'-0' FM-16x18 16' CONTINUOUS 18• - 2 +0'-0' FMC-12x18 12' CONTINUOUS 18 - s #5 IN CUB VARIES - 4 4 24 24 s (-)0 -4- 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.andosigngroup.com L AA #: 0003325 i d b aUDD:v ee w1r. ABBOTT PARK LOT #13 BLK #8 P1tOJECT# 04181.000-13081 MODEIA 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH QiP. C 30' MIN. EACH WAY MONOLITHIC FOOTING Z Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED �•° ° R CELL SEE PLAN FOR SIZE AND d a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS v. • ay. SPACING REQUIREMENTS - Qw mV w ...���ttt + I�¢ �•: --�� •n�^ GARAGE DOOR RECESS 7 ¢ 0 Z 8' CMU WALL d O Q 8' CMU WALL FM— 1 1 CORNER BARS, SAME SIZE AS LARGER BAR I ° > .rl N Lu e' +- 0'-0' JI FOUNDATION WITH 30' LEG EACH 1 0 IN W U= +- 0'-0' TOP OF SLAB WAY AT ALL CHANGES DIRECTIONS W I .., SO THAT THE STEEL REINF. IS CONTINUOUS U1 TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS •I ° I •...I CURB FOR [y- a EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (I -STORY) RS 18' ° EXT. PORCH SLAB - - VA SEE SLAB SCHEDULE• TOP OF GARAGE I o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7=0. AT ELEV: W/ 1/2' ISOLATION -' 6' CHAMFER (2ST0RY) W/ 1/2' ISOLATION 4- CHAMFER (1-STORY) I 0'-D' JOINT (WHERE -. APPLICABLE) z - A4 24' SEE SCHEDULE p5 30' JOINT (WHERE. APPLICABLE) Z . "`---rrrr� 6' CHAMFER (2-STORY) • i EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING � FOR WXD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS (Is. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING `2 MONOLITHIC FOUNDATION RECESS AROUND GARAGE D1SCALE:3'4'=V-0' SCALE:34'=1'-0' CORNER BARS DETAIL DOOR OPENING ® GARAGE , SCALE: 3�4'=1'-0' SCALE: 3�4'vi'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w p D- I 2x4 OR 2z8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 20 OR 2xe WOOD BEARING PROVIDE BLOCKING WALL W/ 5YP No 2 STUDS SEE 2' CAPPED j NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a. SECURED W/ 2- PART ¢ SPACING. SINGLE BTM. PLATE 1/ASH WEDGEANCHORW/2' BTM. PLATE TO BE PT. W/FLANOE ®BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO .� e', UNO 0 PLATE EPDXY 5.1/2' EMBED. MIN. ®16' OC SLAB W/10d MASONRY o Q FOLLOW ALL MANF. SIMPSON SPH4 SPHB MAX NAIL 18' O/C STAGGERED. _ ¢ SPECIFICATIONS FOR to Q LA BTM AND TOP PLATE ADDTIONAL METAL = m USE AND I ANCHORS W/ 10d x 1 1/2' CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4' X 2 1/4• F- PREPARATION OF O HOLE. COMMON NAILS FILL ALL ¢ REQUIRED WHEN NO to UPLIFT IS PflESENT. TAPCONS w ¢ HOLES, DO NOT USE10d w w j $ x 3' SEE SLAB SCHEDULE SEE SLAB SCHEDULE O}, Q' + -TO0 ¢ 0'-0' ,P P OF SLAB � � _� . ° _ ; . ; TO+-P OF SLAB 4' CHAMFER (1-STORY) •: 8' CHAMFER (2-STOR1) a.�-4°,_ _ ° .T_a � a ° EQ. EQ. EE SCHEDULE EQ, EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 6 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scALE:aa=1-0 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL o INTERIOR CURB FOUNDATION WOOD WALL 8 6 SCALE:34'=1'-0' (NO UPLIFT) SCALE: 3W=V-0' SCALE:34'=1'-0' (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4- O/C STM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q "T CL PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO a� C PROVIDE DBL. TOP PLATE SLAB WhOd MASONRY NAIL ¢ m w 18' O/C STAGGERED. ADDITIONAL METAL U d ¢O CONNECTORS NOT N 8' CMU WALL UPLIFT IS PRESENT.. REQUIRED WHEN N Z +- 0' POURED LINTEL CONT. (TYP.) 8' CMU FILLED CELL (TYP.) 0" ' - TOP OF SLAB SEE SLAB SCHEDULE -I 2X WALL FRAMING fff SEE SLAB SCHEDULE 1/2' DIA, SIMPSON ST82 BOLTS 5' +- 0'-0' Z Z — • MINIMUM EMBEDMENT INTO TOP OF SLABa • 'ISOLATED' COLUMN PAD GROUTED CELL, 4' FROM ENDS AND CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX . °Q; •' POURED MONOLITHICALLY WITH .� ° -- — - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE T FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY I, x COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION a SCALE:34'=i'-0 (NO UPLIFT) 10 SCALE: 3W-I'-0* 11 SCALE: 3/4'=V-0' Ii N. RONALD REAGAN 8L L0NGW00D,FL32750 PH: 407-77"078 FAX: 407-774-4078 www.abdoeigngroup.com AA M: 0003326 1 Z h C 6 6 BUBDIV. Se LOT: ABBOTT PARK LOT #13 BLK #8 PlIIII II 04181.000-13081 MODEI,e 4EBB "1828-CALI" GARAGE 8WD9G: RIGHT PAGE: DETAILS 16 M E C d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 74 c O rb t b aUBD:v ag LOT: ABBOTT PARK LOT #13 BLK #8 PROJECT 04181.006-13081 MOD=Xe 4EBB "1828—CALI" GARAGE BWMO: RIGHT PAGE: DOWEL PLAN %160 MPH EV, C DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK - GROUTED BOND BEAM I 1 VARIES PER ELEV. #5 BARS .an,1 CLEAN OUT REQUIRED FOR INSPECTION "J M I 0'-0' FIN. FLR. TIE ERTICAL REBAR q TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZE 48 BAR DIA. Z_ (at: #3 Is, >> #4 24' U #5 30' #6 36' #7 42' HORIZONTAUVERTICAL REINFORCING 1 SCALE: 3/4'_7'-0' z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND p a SPACING REQUIREMENTS a mw &IL ¢O � Z 6' CMU WALL - TOP OF SLAB q - TOP OF SLAB • SEE SLAB SCHEDULE Z Lu a EXT. PORCH SLAB BAR SIZE 48 BAR DIA. 4' CHAMFER (I -STORY) #3 18' W/ 1/2' ISOLATION 6' CHAMFER (2•STORY) JOINT(WHERE #4 24' APPLICABLE) Z MATCH STEEL #5 �• REINFORCEMENT 6' PVC CHASE PER SCHEDULE #6 36' THRU FOOTING #7 6' PVC CHASE THRU FOOTING � 42' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD,BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4'=1'-0' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAX 407-774-4078 wwwAbdesigngroup.com AA #: 0003328 F b m i�o 4 �o MO atMDIV. Ale LOT ABBOTT PARK LOT #13 BLK #8 PROJECT/ 04181.000-13081 MoDEIt 4EBB "1828-CALI" GARAGE 8WWG: RIGHT PAGE: DETAILS 160 MPH EXP. C It OCT DAT : 09/30/20 ECA=: 1/4"=1'-0" SKEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Dd 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8' LONG, WITH WASHER ® 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E. -EACH END, O/C. ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION ro (pal) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BS1 MASONRY 3000 8x8 (1) M5 WA GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS 4—4-- SAFE LOAD - POUNDS PER LINEAR FOOT �ia9•Gww SAFE LOAD PLF TYPE BLM 0;&m �+ a -we WAM 4P44m sma ran TYPE .... — RCMI LENGTH 3-4r (42) PRECAST 2231 r4r (4n PRECAST 199E 4'd (81r) PRECAST 1699 6a' (64') PRECAST 1217 6-10' (M PRECAST 1082 64' (M PRECAST we T4T (On PRECAST 743 C-r (112') PRECAST 664 10'-0' (128') PRECAST NB IT-C (139') PRECAST Sex 1" (1"-) PRECAST 397 IT-C (180) PRECAST 298 IN4r (18n PRECAST 279 14'2' (179') PRESTRESSED N.R. 164' pul PREFIRE88ED N.R 17'-C (208') PRESTRESSED N.R IfW Pn PREMRESSED NR 21V' On PRESTRESSED MR. 22'-9' (264") PIrE811AESSED NR 2r4r PRE91RE89ED mL=11ml771m= 0m0000 D0m0m0 000000m o��mmm mm00��0 mo��©mom �000moo ®00■�0m 0®�0000 �0mor�o mmoo©oo �mm00m0 ommoo��! oo�o©mo ommom�!Q! oommomo oommo�o 000�moo ODDOmO ®om�s�oo Is£:ls�7�■L7�m0 os»ooa>a©o ELM ®�O�D0m 0�000�� 00mmm0"" mcm NAL Ib 1 MO 1 410 1 4M 1 04 1 I= 17a (4) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM'SAFE LOAD TABLES' SY CASTCRETE MAY 2D15 EDRION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MAMIFACTURES SPECIFICATIONS 3'fi M PRECAST 1025 1024 1699 4'-0' (49') PRECAST 7S6 798 13M r41' 04') PRECAST 512 691 1073 64' (841 PRECAST 411 411 745 6.111' (7D') PRECAST 340 339 618 64r (78') PRECAST W7 721 490 -r-r (90') PRECAST 424 534 363 6.4' (112') PRECAST 326 512 23D 104Y (128') PRECAST 294 401 180 114' (13n PRECAST 29D 452 154 174r (144') PRECAST 244 402 137 IV4' (190") PRECAST 217 324 110 IN-V (16n PRECAST 205 203 100 14'41' (178) PRESTRESSED N.R. 284 91 I&W (184') PRESTFISM N.R. 259 83 1T-' On PRESTRESSED N.R. 194 84 lir-C Mr PRESTRESSED NA 148 62 21'-' Wn PRESImmm N.R. 125 42 2r-W W) P �N.Ft 114 40 41VY Rom') PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT - m��00m0 I�m0��0�0 ���oomo 0@G"1Q9ET,21�"@!� D�mO©■9m ©000000l oo9=,9K=W:rE=i 00M +m= N=@=1= ES1 Q'� CT� �!'�iWl1iL.'^!IiL7'1 .. _. cimm D��Q1��Q1�1Q �OK!rl= ^ 0E7'1Q�Q7��CT�@� 0 iGl1E7� Q'!Q�C�'!Q'1 �0iG2!1 E!�!QT�'1iW 1"! Q_1 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALIA;S STATED ABOVE • PROVIDE M9gM91M 4.OF BEARING PAST EACH SIDE OF WINDOW OPEN9D PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE e: 16-0126.03 L---------.a..-------m—JL—m—m----------1.—m--m------­J LIFT BEAM PLAN SCALE: 1/4' = V-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774.6078 FAX 407-774.4078 wwwabdosigngroup.com AA #K. 0003328 114 pF C r414 g 44 h kbg- 6 rbp 6 avaDnr. k X0151 ABBOTT PARK LOT #13 BLK #8 PROJECT# 04181.000-13081 MODEL& 4EBB "1828-CA " GARAGE BWMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C a DATE. 09/30/20 SCALE: 1/4"=1'-0- MIKEET s2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4'=1'-O' PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BONO BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LNG COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. F=FILLED W/ GROUT U = UNFILLED NOMINAL //-- # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE 16-1 T/1 M/ B NOMINAL —� o HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM AND XFXX- 1T/OMMB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX- 1TH W013 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED U WINDOW PRE -CAST ° 3 19, WINDOW SILL Z ^SLOPE # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW ILL CONSTRUCTION 4 SCALE: 1 1/2'=1'•0' TYP. BE BOND BEAM 1#5 1#5 TYR 8'x16' Zo BOND BEAM 1#5 � 8 8x16 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE Bx8 BOND BEAM TOP OF W/ (1) #5 BAR .`; BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR r� 8x8 PRE -CAST CONCRETE G SCALE: 3/4'=1'-0' LINTEL, W/O STEEL (LI) REFER TO PLAN FOR LOCATIONS Tno . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .3DO MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1W) 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 DEB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 SCALE: 3/4'=t'-0` ( SINGLE #5 CORNER BAR, 301Gi0URUP TNED OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM i44i N. RONALD REAGAN 13LVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdeslgngroup.com L AA M: 0003325 A rr� r Q a a MO aUBDIV. Be LOT ABBOTT PARK LOT #13 BLK #8 PROJECT# 04181.000-13081 MoDELt 4EBB "1828—CALL" GARAGE BVfMG: RIGHT PAGE: DETAILS 160 MPH EXP. C DAAF-R= 09/30/20 9CAL.E: 1/4"=1'-0" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4- NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8" LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8"FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4' =1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA B: 0003326 A Li T� FF t3 brr b O swan►. de LOT: ABBOTT PARK LOT ##13 BLK ##8 PROJECT# 04181.000-13081 MODEU 4EBB "1828-CALF" GARAGE 8wu7G: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE mmmmN Q 24- O/C, SUBMIT SHOP 'ROOFANALL/FLOOR DRAWINGS FOR REVIEW SHEATHING ANDAPPROVAL FASTENER SCHEDULE' A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 1od x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 TO B-(2) SIMPSON HETA78 TRUSS ANCHOR WITH 'ROOFIWALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2' x 4•, AND (4) 1d TRUSS AND (4) i/4' x 2 1/4' SHEATHING 16d x 1 NAILS TO TRUSS FASTENER SCHEDULE' 1 x 1 ?NAILS TO 6', 8' x MAY BE ADDED ro TITEN 2 ANCHORS TO DBL STRAP, i EACH SIDE WRAPS UP AND DBI , GI GIRDER. PROVIDES' E NAILS, W/ 10d NAILS, 2 ROWS, 3' LINTEL CONT POUREDLINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2' x 4', EMBEDMENT. USED IN CONJUNCTION ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) 1Od x 3 }' NAILS TO GIRDER AND 6', 6' x 4'-0' MAY BE ADDED WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE -ENO TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d 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 TRUSS AND (4) 1/4' x 2 1/4' ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-6DS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS CONTINUOUS BOND BEAM tx2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) }' x W TITEN HD TO CMU AND (12) SDS CONT LINTEL SEE ARCHITECTURAL }• x 2 }' TO GIRDER 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0 24' O/C, lx2, 2x WOOD FASCIA (2) e x 5' TITEN HD TO CMU AND (18) SOS }' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3' TO GIRDER 12' O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }' x 5-TITEN HO TO CMU AND (18) SDS }' x 3' 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12' 0/C SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE. UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LES (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LES, 1- 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2' COVER & 2' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = U85 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1 a 1 b 1 c TYPICAL ROOF 3 GIRDER CONNECTOR(S)"` 374='"° 2a 2b 2c `_'"° SCALE:34'=1'-0' GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4' T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d ® EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0. O.C. (AT SHEATHING W/ 10dzi/2 HDG NAILS SEAMS) 0'-0' TO 30'-0' (1) -X- BRACE 0 EACH END. TOTAL OF 10 W-1- TO 60'-0 (3) -X- BRACE SECURE PT. PLATE PER ELEVATION (1) -X- BRACE 0 CENTER / 1 TO BLK W/ 1/2' DIA. FLOOR (2) -X- BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' GIRDER 6'-0- MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6- * SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. p 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE 28"P.T. FLOOR TRUSS CHORD d' PLATE W/ 12d's 8'BTM. O.C. MAX WEI' GYPSUM BOARD OR 1/2'HIGH BRACING, SEE STIFFBACK (AS PERPRE•ENG TRUSS ENG) STRENGTH CLG. BOARDMAY I.Fz PLAN FOR LOCATION CONT. 2x4 SECURED W/ SECURE TRUSS TO TOP PLATE W/ (2) iv ¢ NOT BE REQUIRED iF�-- (2) 10d's 0 EACH TRUSS TO BE INSTALLEDISd TOENAILS10'-O'O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/6' A.B. WITHBTM. CHORD OF MINT EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/2' NAILS TO POST., BOND BEAM RED. WALL W/SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. 1x4 BTM. CHORD BRACING V-O' O/C END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF 4 4 # 9, i o. 10'-0' O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING 7 PRE-ENG'D TRUSS SCALE 34'=1'-0" GIRDER/WOOD POST CONNECTIONS SCALE:34'=1'-0' FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE: 3/4'=1'-O' (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4.O HOLE EDGE >5/8' USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5'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 (Fl AND F2) LOAD CAPACITIES HOLE EDGE >518' 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 Fi AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5'D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 1i AND BORING LIMITS 8 6DALE: i ,/2•=,'-U1 1N2'=1'-0' SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abd"gngroup.com L AA #: 0003325 �rr N q b b NJ aIMMV. S. LOT: ABBOTT PARK LOT #13 BLK #8 PROJECT# 04181,000-13081 MOaEI 4EBB "1828—CALI" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH E . C aZ Dw09/30/20 8CALE: 1/4"=1'-O" eHEST S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) V-0' TO 30-0- (1) W BRACE W-1- TO W-0 (3) W BRACE PRE-ENG GABLE TRUSS (1) W BRACE 0 CENTER (2) W BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND 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. 1 x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS SS 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24' 0/C, tx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT, 2x4 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2) 12d's 0 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE:34'=1'-0' PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24- O.C. NOT SHOWN FOR CLARITY MAX 2X4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2z6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2) iOd's 0 EACH TRUSS TO BE INSTALLED 0 10'-O' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 314'=1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7744SO78 FAX: 407-7744078 V VWAbdesigngroup.com AA N: 0003326 iiiSS S � � � k 6 OXMDIV. & LOT ABBOTT PARK LOT #13 BLK #8 PROJECT 04181.000-13081 MODEU 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C G DATE: 09/30/20 scALE: 1/4"=1'-0" SHEET S3.1B w x A A GABLE -ENO HIP POOP J` A ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7'0 ZONE 1 = 23.78 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.18 PSF (77.16) 'A'= 4'-O' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16- O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4' O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2112, 0.120' 170,000 RINGS SCREW SHANK PINCH) PER ER I 8d SCREW SHANK 2 1/2' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1684 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIORSHEATHINO 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 Sd RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF, SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.C. .- TOP & BOTTOM EDGES ., Z Z � W Cl Y. O ® Z . j . ZQy ' 2 CD . J Z 1n w a w 5c 0 = LJ In z a 2 TJ J Q Y Z aW w S a CC 3U w LU o �p LU p Z a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RnnP auFAruwr. -� _--_-' 11 EMMMML 11 Mmmmmv III -____`' ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE EFq FRAMING CBd RING SHANK GUN NAILS 0 W O.C. IN FIELD ` �-• Bd RING SHANK GUN NAILS 0 12' O.C. IN FIELD of 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12" 0.7 FIELD TYP, 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE $KILL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE Mr. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATFEt NON -BEARING 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 2017, WN EDITION All EXPOSED EDGES OF CONCRETE ARE TO fECHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb . 1100 PSI AND A MODULUS OF FOR CONCRETE, ACI ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE S-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABS04-GROUND WHERE INDICATED ON PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL 011. -FORMED STEEL L MEMBERS COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND DISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCFE3 AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: 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 ACI347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBERTHAT '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 DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6d1 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf 20 pef TOP CHORD ilwl-O0n0UlAnt 10 psl BTM CHORD -rwn-DOncumnt WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AlS6, GRADE 66 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP e z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z 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-19S2. 16 pIf TOP OH za pef TOP CHORD (7 pat ASPHALTALT SHINGLES) psi W No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10B BTM CHORD 5 psi BTM CHORD 6 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAADD TO RESIST WIND UPLIFT: 100ef 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. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED-160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R20f7) EXPOSURE C, RISK CATEGORY 19 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: lopsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20peF, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EMERIOR) 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: 40peL GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 60pd, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, ANO MAV CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PRO VIDE BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fb = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE C ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLA ING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476. AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM "' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 psf, FOOTING TWE'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 SUB -GRADE SHALL BE COMPACTED A DRY DENSITY OF AT LEAST THE THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO A MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1667. TREAT ALL 7. CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING, SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)„ U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH, ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, - 48 W. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E OR S, Fy .35 ksi. TUBE AND PIPE 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND S" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" 4-PRIORTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLYWTTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPEO WHEN CONCRETE IS SATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTE& 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 3- FOR CONCRETE CAST AGAINST AND PERAWNEMLY EXPOSED TO EARTH (FOUNDATIONS); B. FOR CONCRETE EXPOSED TO EARTH ANDDR WEATHER 1.1 R" FOR AS AND SMALLER Y FOR 68 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SUBS, WALLS AND JOISTS I Ifr FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A325-14 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. JAOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APIxICATxxa eDe TrPE aPAcsn PEAUFKs AwLIraTXx, S¢E Twe sPAcwG rB:Muxs 11¢Pl FUgRWO TO ­11- MASONRY/GONG. CABS IMRDENEDCOLL NAILt 1-TO GAMGE DOOR BUCK WJNAY.CONC. 1H'dA NO WA9HEfl TAPCON MASONRY FASTENER F � 11?EMBED., I­ tI&'EDGE DST. SGD, AL. EXT. DOOFA CABS HARDENED Cot S' OC WINODWI000.1-TENE0 GAMGE DOOR BUCK fl1' DNA. W/EMBE0..E EXPANSION BOLT Do tx PT, BEE WTEE 011. 11?LONO. _GEAED INTO MASONflYA^ANC. TO MABpNRVAYJNC. WASHER DsT. 9'EDDIET. wWmwSUCK DOSE HARDENED COIL S•oc WWOOWIDOOW FASTENED METAL ST_ CONTACT THIS ENGINEER FOR SPACING 1x PTBEENDTE9 NAILI -LONG. sTAGGEIIED INTO MASONRYA:ONL. MA80NM/GONG. REQUIREMENTS E%i.9WNG 000N1 1215/I9'D. O: f?EA'TD . C2P 01f8tT2,'tEM8ED-110 OIE•EID OT DDST. K OWWL-., 88'PAF x215' p'OC A'ENO.OST.,t t2 PT PT TO STEEL COL., 9EE CiWI WABHEP BTAGGEPED EDGE DIST, NOTED 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 6. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. TX MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, I." N. RONALD RAGAN BLVD LONGVJOOD,FL92760 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA#-.0003325 _. Z o b � T�p• 6 NJ aLJ8DLV. & LNOT: ABBOTT PARK LOT #13 BLK #8 PROaMTNP 04181.000-13081 11IODELa 4EBB °1828-CALF' GARAGE 8WD9G: RIGHT PAGE: DETAILS 160 MPH EXP. C DATE.• 09/ 0 8CAL2E: 1/4"=1'-0" a S N1 s