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HomeMy WebLinkAbout7877 Sail Clover Ln99 1828-4EBB-CAL199 HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 O l_ORID� LliiC! GOOD qI _LeCiS��C CD Q�3,111-- NA' 1U� of NNO �BO�N�NC� ��,►EV4 °�p�,Y;� CITY OF PLAN EX.AM't4ER • 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 -ROM $tJIIMG CW& f R mm (m) - IACJL AND �" CODE -OCCUPANCY - RESIDENTW, GROUP R3 -CONSTRUCTION TYPE - VB -IHIi. BiTERIOR FM - CUM B -BASIC WIND SPEED -Vint=180 MPH Vssd=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - IU HIM AS PER LOCAL AND SIFTS CODES ABV. ABOVE A/C AIR CONDITIONING ALT. ALTERNATEDJUSTLE AMP. AMPERAGE BD. BOARD CL CENTERLINE GAB. CABINET Cam. CEILING clx. CLEAR CONC. CONCRETE CPT. CARPET G.T. CERAMIC TILE D. DRYER DBL DOUBLE D.G. DUAL GLAZED LL D. DIAMETER DIM, DIMENSION DISP, DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT oW. DETAIL EA. EACH ecev. ELEVATION EQ. EQUAL EXHEXHAUST EXT. EXTERIOR F.G./FX. FIXED GLASS FG. FUEL GAS FIN. LR FINISH FLU. FLOOR FLUOR FLUORESCENT FIG. R FOOTING GA, GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD N.B. HOSELLOW H.C. HOLLOW CORE HER HEADER HOT. OR HT HEIGHT INSUL. INSULATION ENT. INTERIOR LAV. LUM. M.C. MFR. MM. M.T. M7D. MTL NT.S. O.C. PL P.H. PH. FLY PLY".. P PT . R. RAD. RAG. REF. M. s:C S.D. S.H. SILL. SHTH SHWR. SIM. SL. SLGL STD. sws TEMP. THK, T.O.C. T.O.P. TG.S. TOP. U.N.O. V.P. W. W/ WD. Wow. wi{ LAVATORY LUMINOUS MEDICINE MANUFACCCABINET MINIMUM TURER METAL THRESHOLD MOUNTED METAL SCALE ENTER ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM RSaDCORE OPENING SMOKE DETECTOR snvcLe HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING STANDARD SHEAR WALL SECTI T MPEREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER � ON DATE DESCRIPTION OU264 WS MW ARCHITECTURAL SHEET DESCRIPTION Vj" iai�'LPDATE PG CI -COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C-ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI —DETAILS PG D2-DETAILS PG D3—PRODUCT APPROVAL PG WAl -WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS pG —WALL ASSEMBLY DETAILS "I* CDs RE-reSIED o21" bIDNOELEVATIONSAD= 03/Zrne CDs RE-mm D4113�6 f001M�iR vEIGdP�MBOtlE6 06ffM COS FE-MMED 0ft1% ADDED CUIp M FOOTER AT GARAGE COAL (FORT M YERs) g+!/!J/19 FLANMANilN4NCE OMM REV ED LNM 50 AT Fi = ENTRT DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723SHEATHING A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.". (,'�j, .'S 0444n9 ADDED ADDIT04AL FE��. E IN GARAGE PER WILL DATWN ('MLB� �4A REVISED FNAC �IM ON 6 Ft CALL 6C ED" Oftb) LMNCs I928 8G FT. GARAGE 4W Ga F.T. ENrR1 w ea FT LANAI 8B BQ FT. TOTAL 2362 Ga FT. Orions ADDED'ExrcmuKMOW DEEP FOONDETAIL 2"(aa.) oralnS ADDED LED LKi((8 KRCFEN E`4TN PER MARK BaSEs CVISll9 ADDED STOW OPTION ELEVATIGN c � D (TAMpa 0�IY19 yA �.' ��_AD= LOUVER a &AmLE ROOF Ip,JS,g AD= OPT, s�-O' CEILNO W�8 gADI!!O REPLACE USP CONECTORS WITH 811 PBCN (GNFGTQRE O4�0Vt0 REVISE RADON PLAN DA HJSL'aNb L/4IRM 01't. W-O' CLG. HOT: ADDED LIEDLT IN FOTER 04 M OPT W-V GIs NGT. ELEVATION 'C- REVISED NEMM OF ARGIIWT pS,pgp Appgp ELEvaTIOW'L' "'(Oft) STRUCTURAL SHEET # DESCRIPTION OVOW ADDED Q"ATIQ'IS TYt�•Tiil-1N6' (ORE% PG Sl-FOUNDATION PLAN PG SI AA —DETAILS PG S1.2—DOWEL PLAN PG 91.2A-DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABLES PG SS -FRAMING PLAN PG S3.IA—DETAILS PG S3.IB-DETAILS PG SN1—DETAILS PG SDl-SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR IINIERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SST) ARE UNCLEAR AND DN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SST, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TID;7Y MANNER. AS DESIGN GROUP TAKES NO RESPONSDBIdTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION HASED ON THE DRAWING SET. OI(OVJI MOMCUPDATE 01AM1 ADDED SORB MAU d N. RONALD REAGAN 8L LONG WOOD, FL 32750 PH: 407-7748078 FAX 407.774.4078 www.a bdes IgngrouP-oom AA M. 0003325 ?qNo I9vsaiv. a. BAT: ABBOTT PARK LOT #19 BLK. #7 PROJECT 04181,00 -19071 xoaEu 4EBB "1828-CALI" GARAGE 81WWG: RIGHT PAGE: COVER SHEET 160 MPH EXP. C D � 5/06/21 SCALE: 1/4"=1'—O" a*91MT C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 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. 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. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAM 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 1 318 INCHES 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'r INCH GYPSUM BOARD OR EQUIVALENT. WRIONK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 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.' T1 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. ARA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALUFLOOR 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. 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P30D5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. E><1EIIIORMALL60YERM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE E1 TWM � 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. 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. EXT< MIDELNOd 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSYR0000N CUMAYM CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMNISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S ICONTRACTOR'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. EnE IOFEm 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12110/20 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com l AA N: 0003325 b io ltnmm & WT., ABBOTT PARK LOT #19 BLK #7 PROJECT 04181.006 19071 MODEU 4EBB "1828-CALL" dARAQE IS�III�id: RIGHT PAGE: GENERAL NOTES 160 MPH E . C 39'-B' 'i°° °YYYYI° - :��°IYYYY11iYI°UYIYYYYYE°� °Ypp° II ° - - - ° - ° DID i - -- - i 11 - - � - 13 / ♦ la NMI 4 o�\� 01 - - �° IN - - O ° 1 t ci: ° xm)Roakffi i -------------- limy ° °,IYYI ° FLOOR PLAN SCALE, 1/4' ■ P-O' -*f IYY��YI�YYYYI ESQ.FT.ALL. S1820 6Q. FT. 430 86L PT.A 6Q. PT. S8 SQ. FT. 2362 SQ FT. EI�OaAE�AI OIDd81! OPBNtM IOANE 101E 1pwHwvMA IBM118 ADTlN FOOTAGE MIN. WINDOW IV S_,� CRITERIA EXTERIOR SWING OR MIN. CRITERIA IS 6 33/-43 SJ D. MN. 41 S 31/-39 CRITERIA SMO O.H.D. 66 6 29.1/-313 12'xl2' SOFFIT I S 313/-49.9 BASIC WIND SPEED MPH — 180 (Volt) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = ll•-3- PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. cOYIROL DA1B OVOVlI DBL. TOP PLATE 0 in A BAR DETAIL R. DTL. �QEI 1/2 ■ NOTE, HEADER FNISH TO BE PER COfl N ITY STANDARDS NOTE, -2-8 LOUV. DOOR W AIR HANDLER ON METAL 6TAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETLM AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIM4CE SHALL 06 EQUIPPED WITH SOLID WOOD DOORS NOT LE66 THAN 13/8' (3E+ MM) N THICI0a66, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LE66 THAN 1 3/S' (38 MM) THICK, OR 20-MMM FIRE -RATED DOORS. Des 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 a a I I L JJ aunDiv. & LOT: ABBOTT PARK LOT #19 BLK. #7 PROJIIIOW 04181.000-19071 monmu 4EBB "1828-CALL" GARAGZ 81rn4CF: RIGHT PAGM: FLOOR PLAN 160 MPH C SHINGLE ROOF DECORATIVE FOAM DRAM TILES b' RAISED BAWD (TYP-) 6'-0' BRG. HG' Ib'Xb0' FYPON DECORATIVE SHUft OR EEaJ1� VAALENTf 4' RAISED AND ITYPJ FRONT ELEVATION V4 • I'- F =1 NOTE, WALL FReSTRATION FLASHMG AS F'ER FBCR R'103.4 ./-10'-4' BLDG. W.T. 4' FREIZE BAND OPT.COAC4 LIGHT OFF RIDGE VENT 0'-0' FIN. I OFF RIDGE VENT AREAOFATTIC = 2364 SO, FT. NET FREEVENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2364/300 = 7.88 VENTILATION AREA SO. INCHES PER FT.(144) = 2134,72 SQ, IN. MIN. REQUIRED VENTILATION = .5% 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SC, IN. OFF RIDGE VENTILATION AREA 115 SCL IN. PER VENT 567.36 /115 OTAL# OF VENTS REQUIRED 4.93357 OF VENTS PROVIDED - 5 ITOTAL% -AREAOF ATTIC ISTHE PERIMITE0. OF THE HOUSE, LESS THE OVERHANG E)aER10R OF WALLTO DMRIORO IN AL 4 NO OVERHANGS INCLUDED 8 -O* 5FFJ i. HCsT. Eml IL u REAR ELEVATION 1/4 • I -0' vDaumD FI RGi. HGT _ 0 '-0' BRG. HGT. a3 w 10 0 FIN. FLR - - - ----'------------'-- - -----'-------------------- --0'-0' FIN. FLR OFF RIDGE VENT LEFT ELEVATION SCALE, I/ . I'-0 OFF RIDGE VENT 0 0' F ----'-----------'—'—'—� -----------'---------------- 0'-0' FIN. FLR RIGHT ELEVATION 80 , V4 • I'-0' TaxtseD F ISH m -0' FIN. FLR DECO. DTL. A SCALE, I/2 • I'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH:407-774-6078 FAK 407-7744078 www.abdesigngroup.com L AA A: 0003325 AN Y EEii � Mil BtmDxv. 1g LOOT: ABBOTT PARK LOT #19 BLK. #7 PROJECT 04181.006-19071 UoamLe 4EBB "1828—CALI" GARAGE 99WMG: RIGHT PAGm: ELEVATION "C" 160 MPH E . C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES GW CURET 20 AMP slams POLa 1wv OUTLET IIOV OUTLET fM am I'loopg � am SOV OUTLET M ITTT a@ 2W OUM1IT (M 911E CONNECTION 9W1Sa. OFl ma U47mwmw F CNLa'T 4110110 FAULT NIaRIWA`TaR 6UTCN DMISTCH 34WY OFlR 64 SWRCH 4-SLAY OI'!It 1 l-0 � Mo1x1eD CEILNO LIONT © LED CLO LM IT GYP L® VAPOR PROOF LOW O� LOWT FROM O1eoce� CAN eVER. FAN I GPM Fait SO FT. URW WLWMT I CM Mm SO. PT. V _ (M7CM TOO, OY ® awAP AROUND ROISD A41CSD r31W PNii FLUOMICNT 4' NLOIESCMW p G 4' "RICK LOW 0 PANEL METER OSD. MtGE on ma Dle YiuyYQ9esE WALL PMoun® SMOTE OETEOIOIt ® 6/CO CAPOWtONOM C 011fet0l! OQ1b SHALL A DISTANCE NOT N 71E4 4' OFLO L11 FMOJ WALL MMANT LINT so . TaLWWW JACK Eg-- Abort SN AM ON l-E TILOVISION JAM 7D O! MrPORRtp N O J-16M ACOOPO4NOe W 0401 MAIOED AS MK21 FOR TD M MAPORIW N CTLM FMIILgM AC.COIWAIIOO W SON MAR31® AI.. pmn 24' NuaorcRrt LOW !TRIP nn® 3r' NMANDISSOBO LOW !TRIP 11ee® 4P 14C.00MICW LIGHT Snel• ROOD LIGHT KP OPT. seawr( NRTPAO • PA FUSM4WTON FOR emm on PORT • LOCATION OF N dACKe 4 PH" OUTLITS a RIMS TO me Vwwm ° WQMWMN F79E-CONe11aJCTION Mam"Na • ALL M a 20 APT IIIAN0:1 CNW=M TO OE ARC PAIL? ® F'w1 PR7"aCTwimpoc AL PRDVISwho OF tM101 • 20 DEDICA LMNDRY ORCUM. • ON # ISLAND MOT ON KITCWW CNCWTJ • 004YU1I4IR DISCON MOT TO OE LOCKOUT N RAIEL 4 EAT14MOOM 004AUOT RAN TO 14AVE MN CAPACITY OF S50 MI MIDI! FM MISCINC(AL PROVO" OF I' 0 • LA1WRf ROOM WM NMLL OE FAULT CPKW-%TMU 9 M F7SDTICTION FOR PIRSONNEL ON PENDING • OO SMALL IM NON METALLIC CAMIM PM ELECIRMGA. PROVRI" OP eJ�i' TN1 m gV* •ALL ROW TD GOfTLY W7N li.EC11tlC4L F'IIOVMN * OF TIE ]POOR I IR (20M2 • ALt- LII"IFlS M4Ni IeO eW s^t^ BY aV n AND Ta/A 0 LNY71Ai1 M!!T ME EA4T ]],'a, •f r F.', maimmay CEILING MTD. LICA4 TO BE INSTALLED, F'ROVIPE J-BOX FOR OPT. PAN ---------------------- OPT. COAGN LKTNT ELECTRICAL PLAN e 1/4 • 1l-0 W P Panel MAIN - A PANEL: 8I16wpcd.breaker VOLTAGE: 120124OV-1 Ph MAN: 150MOM.C.B FEEDER 3-#1 Cu TFkVJ & 1-#6 Cu (G) in 1 12" C. OR 34200 AL TFM/N & 1-#6 Cu (G) in 1 1/2" C. VWn Pot. Wt D..°e on wWe ara4t anatlt Welt —pd.. Bb Pa. 1Mn #12 1 20 Exteds Reoeplwle GFlerlw 127D 1 2 Spam 012 2 20 kW Pump 1000 3 + «a 5 e M. 59D1 AICC.U: 1 35 2 N spew 7 PANEL -A PANEL: 42 crL breaker VOLTAGE: 120 / 24O V -1 Ph MAN: 150 Amp M.L.O. FEEDER 3-#1 Cu TMNN & 1-#6 Cu1G) in 1 1/2" C. OR 3-#2N AL THIM & 1-#6 Cu (G) in 1 1/2" C. Set Pole w b Welt anaat aat#1 1ne. D—phon Sb P.I• Mm #12 1 20 Smal 15M 1 2 M R." s0 2 Sa 012 1 A Merowm/Hood GFl low 3 4 012 1 20 Smal Applano. 15M 5 e 46M Was Heal« 25 2 #10 012 1 10 a 1s00 7 a 012 1 20 DH AM low 9 10 12(D q GFI A 1 012 a12 1 20 BM GFI adw 1200 11 12 15w G.hwans GFl 20 1 #12 HI 1 15 s/W1/Bed42e M/SM42 AFa 000 13 14 5OW Drys OFl 30 2 #10 #14 1 15 U,1R ,L" sAFC1 Wo is is 014 1 15 M1d1.n, , b DN . AM m 17 19 1500 Wa*w GFI 20 1 #12 M4 1 15 SO&C/O AM am 19 20 100 oor0 0 OGFl 20 1 1 *12 012 1 20 /Sad#IID.AFa 1200 21 22 1200 /Foals U.b wAFa iO i M12 73 N am Ia°ocln 1 AF I 15 1 #14 25 w 900 SM IAFa is 1 N4 Space 7/ Sp«s SpW 1D 3D 1= Mpalm mard. oN 20 1 012 sp— 31 32 73 m 36 w So- Space 37 38 sw. #8 2 35 AICAM11 s5 KVA etas% 5525 39 40 41 42 Laesuaaa to Oanetl lNts dadabn.11w 19000 M700 End egad tdamaalfids al°ealoid/Ilne Demand a u ons: —� ABBREVIATIONS: AFa: ARCFAULTC UrrtrIERPoJPIER NC: NON-COMIDEN( LOAD QM:GROUND FAULT NMRAUPIER tam 1wd ea11w t a.m.b Acl.r 4z/m ' t ap. Po lOOM d 10D% 10DM ftrri ..d.a 40% /3060 Tda AID tom 1aB3a LOAD CALCULATION IS BASED ON AC NON -COINCIDENT LOAD del C—td load Watts 33WO ToW Anp.(wda / Mwnr) 141.3 General Lighting & Recopobtacle Load Tcra A/C 3Wm Fea 1828 Genentl Ue & Reo 3 W / . Fl. 5484 *�• 1 at 85VJLi."al, 00% 65 Tao G—W Light. & R. e) 5549 Ckts# Toll wet. I I � I I - I � I I s I I I I � I LED LIGHTING Ca? DOUBLE LAV. BA -1 150 AMP ELECTRICAL RISER NOT TO Sco" dMMMAL NOTE& A SLOCTRICAL MA.7wMALS *0 INSTALLATIONS SNALL OOITLT YIITH w.00'IRKJL F71oviumm tl CT Tim KITH @19@LL71EE LOCAL CODA!, AND ALL LOCAL POWER II. ALL CONDUCTOR! SHALL III T I T73t1/TNW WNLOSS NOTED OT14910 . PROVIDE 80 AP P, 00440 VOLT,1 PMAM MCON 0AM% ELECTRICAL MANAGE. PROVIDE 3.1 COPPOR (CD N 142' DW SCMDSd SO PVC CONOWT OR PROVIDE 3 •2M ALIMNl1 (AU N 2" DU SC4®ILO SO PVC CONDUIT Iwum eaMUM N Fl10VIDED pY TIE OLOCTtlC CO ANT. COORDINATE u7N TIE Mi CIVIC COMPANT PRIOR TO ND. I I I LED LIGHTING ® SINGLE LAV. IS n . w CU N 2' CONDUIT ORS !' OOr1DUlT on vo AL !tit 1eOVt AOINT • ovvmu n 027NNATION SORVICE OMCO NICT MI#TCH AND MJWIIUC PETER N NVIA Me ONCLOMIR 7lLR%ww saRVlct OAOL.R TILENNON NIMANOa MaNKi UNTIMANOO Niw1MALA1 LOIDNi VVL?Ad L AT LOW voLTAae 02011SCTloN/ I V C l Swwm OROMSO G1G3'== TO CONCRETE INCA1E0 room !TEFL PER OF TIE m-11h &Wr DIA x e FT Loa COFFER CLAD 4ROIt4D ROD '1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407.7744078 www.alideslgngroup.com AA #: 0003325 I Sam F j 4 Bxnmly. Ae L*%, ABBOTT PARK LOT #19 BLK. #7 ]PROJECT 04181.000-19071 uonzu 4EBB ee1828—CALI11 GARAGE N"WEIM. RIGHT 1 PAGE: ELECTRICAL PLAN 160 MPH EXP. C �2• 2' VTR j ��\ VfR KITGI-EN I 1/2' ow w/ AUTO VENT �• � � i I I/2�i� I\/2��� 1 1/2'� �2'� 1 1/2' 11/2 VV 2, ( WG ; p tub I LAV AV I �•1/2q LAV I 2 we s 3 I I 3• 3 11/2' 2• F WASeR 2 CO 4 4 TO MAIN PLUMBING RISER DIAGRAM PLUMBING PLAN 1/ • I'-® 0 v m 0 r 1 I I I I I N I I I I� I I I _I---ii I I i I • • I v 36'xbm' BFIIUR PAN 25'-5' i I Ip ql i I O I I I II 0 m m I I I I i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-774-0078 www.abdesigngroup.com AA K: 0003326 F avea:t►. a• LOT: ABBOTT PARK LOT #19 BLK #7 PROJECT 04181.00#-19071 �oaEL: 4EBB "1828—CAId" wRwaE awsr>ro: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQIJIINTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS SWALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATN6. ALL SEAMS SMALL BE SEALED WITH GLASS PAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA 9OA 2-3.1 4. FRESH AIR INTAKES SHALL NOt BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT CUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SWALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER POIC 'ITN EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 6O3A 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 1T14 EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS &MLL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC IN EDITION (2O2O) MECHANICAL CODE SECTION &W. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO 15E A FANTECH DW BOOSTER FAN OR EQUAL. FANTECH DEF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFRUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE• RETURN TRUNK BALANCING DAMPER OR OW 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3461X2' TAPGONS SIMP60N WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM y AIR RETURN 4' CONCRETE SLAB— SECURE STRAP TO UNIT WV (2) #SXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR NIANDLER J CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE, MAN COND. DRAIN 3/4' DIA. OVER HEAD 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REPRKaERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL OLD& CODE SECTION 3013,4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. F1N. FLOOR OR WALL COUNTERSUNK GA. PLUG � � I -b' . SEE SPEC. BRASS PLW FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE HSERIES NICKEL BRASS TTOP CAULK P.V.0 OPTI/SPEC g)FL00R SLAB CLEAN -OUT (TYU FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED gIEXT. GROUND CLEAN -OUT (TY MECHANICAL PLAN /4 . I'-0 NOTE. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407.774-4078 www.abdealgngroup.can `_ AA M. 0003325 S S BUBDM & LOT: ABBOTT PARK LOT #19 BLK. #7 PROJBSCT 04181.00 -19071 WIDDRU 4EBB "1828-CALI" GARAGE 8WENG: RIGHT 1 PAGE: MECHANICAL PLAN 160 MPH EXP. C ..�.8�.� 2X4 TOP PLATE R� T PRE-FAB T18.168 I*' CL.G. BOARD V2' DRYWALL — -_ rPl- SECURE ST. -•— PLATE TO SLAB W/ Sd MASONRY NAIL • 32' OL. MAX FIN. PLR 2X4 WOOD STUDS *24' OL. TIONS SUPPORTING HUNG PLUMBING RES AND WALL &TB SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. (T)TYP. INT. WALL (NON—BRG.) D� SCALE' 9/4'.P-1V AS PER PBCR 80511. ROOF BFEATHMCs 114I00,E88 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TR 188 MTL. DRIP EDGE 2x FASCIA PER 1-® TYP. ELEVATIONS O.N. VENTED SOFFIT I i I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED , DIRECTLY TO MASONRY 0'-0' FIN. MmR A. .'a . q: 9 e/S'ORe V2' DRYGWLL "I TOP CHANNEL r211 GAJ eowaeesrAo N'Mm 7 C"? a- cm an FCRILA v Cra•� /11UCnac FM 1/2' DRYWALL vommy TO ilUaraer FAt: 8 e/S' OR a S/S' METAL STUDS AT D TO 1YL 24' O= 20 GA METAL TO DE p" INSTALLED IN WELLS APPMWC w>� RECEIVING UPPER/ LOWER ! ero' o!e a 5 a, ,OR9BOTTOM Ao Sat. atALANr CASKETS AND TUB/BHOWER 25 3/8, 4axas woo GAL METAL TO BE INSTALLED l CHAGA) sue' M ALL OTHER WALLS. BTIJDB SECURED w MO"NS ALL TO BE SPACED b' OL. AT AND TO CONC t rre su�va tntr au w Wr p�� FLOOR WALLS ADJACENT TO FLOOR Wl SO' c MACK BAR C14M A STAIR WELLS AND BATHROOMFINIS44 PAP a TO N' �'� a FAlti� TO WALLS W/ TILE FINISH WOOD FLOOR tsoao we wow Gaels FUR W/ V4' WOOD Fwop T oaLV. areas ArpWvAL wtn MA 7R4= orION41LAD Poow sr QTmm WOOD BASEBOARD SCREW wr T oars wocM ... ACMK aV ritapu T AFrwOVAL waa FINISH FLOOR .. . 1—STORY TYP. INT. WALL 2B GAS LINE THRU BLACK s GARAGE DOOR JAMBS D1 SCALE.11/2'•1'-0' 1A METAL STUDS NON—BRG. D1 SCALE, 31W.P-0' B FIBERGLASS SHINGLES 2X4 SPF 24'Or- MAX WITTH UN E�Yh WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER FBCR 908AL FIBERGLASS SHINGLES AS PFB ER GR 90b1L • EA END ROM OF SHE TRIC 04M AS PER WITH UNDERLAYMENT ROOF SHEATHING THICKNESS AS MR 2x BLOCKING BETWEEN TRUSSES SHEET SNL AS PER FBCR 90b i.I. SHEETER ON]. SECURED P --PER STRUCTURAL DETAILS SECURED PER ROOF BREATHING FASTENER SCHEDULE FASTENER SCHEDULE THICKNESS AS PER SHEET SECURED PIER BTIFFBACK AT ALL UPRIGHT& /8' GYPSUM BO FASTENER SCHEDULE MTL DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE STRENGTHCLG. 2x FASCIA PER MN �—PRE-EKG WD. TRUSS 9 2x FASCIA PER BOARD B ELEVATIONS o. ELEVATIONS U, PER El REFERENCE STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT .BEE ENERGY GORE FORKS fi WALL BREATHING CONT. 2x RAT RUN SECURED PER INSULATION R-VALUES PRE_ENG TRUSS THICIWESS AS PER STRUCTURAL DETAILS WALL SHEATHING REFERENCE STRUCTURAL SHEET 8NL SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS, AS PER PER ELEVATION MTL DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES PER ELEVATION SHEET 8NL SECURE PER 2x FASCIA PER ON SWEET SNI FASTENER SCHEDULE ELEVATIONS GABLE TRU66 5/8, GYPSUM BOARD OR 1/2'ON SWEET 8NL R-4.1 INSULATION VENTED 80FFIT DEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GALE TRUSS WINDOW ATTACHMENT WINDOW WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTAC 4 ENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING HENCE STRUCTURAL STRIPS 24' OG 1/2' THICK, 2 COAT PORTLAND ' bt2 P.T. FLMQRING 8• cm CEMENT PLASTER APPLIED STRIPS • 24' OTC. 1/2' GYP. WL. BD. DIRECTLY TO MASONRY PORTLAND CEMENT , CM WOOD BABE APPLIED PLADIRECTLY TO MABONW WOOD E+ABED n W/ WINDOW OPENING n 0'-0' FIN. FLR "• ROOF SHEATHING THICKNESS IS n EW fNEERED PER ASCE 1-16 IN •�` " ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND I6095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF \JD1 eeALE' s/4'"r-0 UNDERLAYMENT IN ACCORDANCE WITH FBGR 905.1.1.1 OF THE FBCR 2020 1TH EDITION 16 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 048611 TYPE III OR TYPE IV UNDERLAYMENT. M fLR _ J0 0'-0' fM FLR 90 ROOF SHEATHING THICKNESS IS ~ ' ENGINEERED PER ASCE 1-16 IN ,a- •, ..' .• ACCORDANCE WITH FBGR 2020 a' 1TH EDITION, SECTION R301.13 AND 160".1. ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO 5E USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF 1 SCALE: e/4'.r-0' LNOERLAYMENT IN ACCORDANCE WITH FBGR 9MJJ.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONG OD, FL 327W PH:407-7744078 FAX:407-7744078 www.abdesigngroup.com L AA M. 0003326 J a BXYmrv. as LOT: ABBOTT PARK LOT ##19 BLK ##7 0 80-19071 1LODEL 4EBB "1828—CALI" GARAGE STMfG: RIGHT PAGE: DETAILS ( SHINGLE) 16 H ER. C DATM 5/08/21 19 SCALE: 1/4"=1'-0" SHEET D1 Im 2X6 P.T. • CONTIR OF DOOR HEADER SECUIWD UY (V 112, X 6' J-■OI.T W 4• MK EMBEDMENT IW 2' X 2' X VO' WASM 4 MR on UY (2) V2' X 6' AACFIOR DOLTS W 4' MN - low SIN UY V X 2' X V6' W GNIPt 4 NUT — IS I Cr_ ■ 2X6 &ARA(4E DOM MUCK SBCLP= UY (5) V2• X 6' J-DOLT OR ANCHOR DOLTS, UV 4- MK E'BEDMQR. UV 2- X 2' X VS• U16ARM 4 NUT. (1) WTNN 6. OF TOP, (V UIITHN 6. OF THE WK ■ (3) EVENLY SPACED. ■I I ALL ANCHORS SHALL DE N ACCORDANCE TO MANIACTLPIOM 616TALLATION 6MTItlNCTION6 WIRE SUCH IMTRCTkX* AM, 61"MMUNT GARAGE DOOR UCK ATTACHMENT N• 6' Cm V2' DRYWALL iK4 P.T. OR 6/4'X4' MK SECJPE TWW PRAME 4 ❑ PX4' EXTEND I-V4' INTO P.T. NAILM BLOCK UY 3/16• TAPCONS DOOR CAGNS MK SHANK arm .Ns MN. HEAD SIZE JIM MK WMBEDMENT 1414• WITNN 6. OP EACH END DOOR JAMB oft wm:-" 4 *'Oa MAX SPACII6 ATTACH TO 2X PER MANFACTUMS DETAILS, NOTE, 6HM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" t-1 4 D011 TO HLOCK +3/4' OR +5/4" 2X4. US SECSIE TO BLOCK UY 3/M' TAPCONS MK SWANK SIZE J45 MN HEAD SIZE 300 MK EMBEDMENT 1 1/4') UITNN 6' OP EACH 00 4 W OC. MAX SPACNb 2X6, m 6ECM TO BLOCK W/M 3/16• TAPC01b MK SHANK 612E 40 MK HEAD SIZE -%" MN B'BEDMew I Iw) 6, cm UITNN S• OF EACH END 4 W O.C. MAX SPACM V2' DRYUALL 2X6. CmCI ❑ I'X4' BOOM TO BLOM P.T. NAILM W02 3/M' TAPCON6 MN SHANK 612E J46 DOOR CASING MK HEAD SIZE 300 MN EMBEDMENT I V47 UITNN S' OF EACH END 4 W 0A. MAX SPACM DOOR JAMB OR W";,M ATTACH TO 2X PER MANFACTUPW DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 1/2" /:l1IINDOR TO BLACK +1 1/2" a 2X4. m SECURE TO BLOCK UY 3A3• TAPCON6 MIN SWANK 612E .Wb MN HEAD 612E Joe MIN. viono ENT 1 V49 UITNN S' OP EACH 00 4 W O.C. MAX SPAW" 2Xb, ISO 6ECJSIE TO BLOCK WK2) 3/Ir' TAPCON6 MN SHANK SIZE As MIN. HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN 6' OF EACH END 6' CM 4 W OC. MAX 6PACN6. V2' DRYWALL 2X 1=1❑ 1'X4' SINC6INE TO BLOCK WN2) &%' TAPCOW P.T. NAILER (MIN.K SNA 61ZR Jos T/M' OAK X 4' MN MN HEAD SIZE JI00 MN ISMORP ENT 1 V47 DOOR CASN6 UTNN 6. OP EACH END 4 W O.C. MAX SPACNG. DOOR JAMB OR UIINDOW ATTACH TO 2X PER M/WFACIL IRS DETAIL6. NOTE, 6HM A6 NEEDED TO PLUMS JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +1 15/I6" n R TO BLOCK +1 lb/V" 4 2X4. lO 6150 TO OLD= UV 3K• TAM:" MK 614" 612E J46 MK MK EMBEDMENT 1 V41) IUTNN 6. OF EACH 00 4 W 0A. MAX 6PACN6. Nam 6TRlC'RRAL 2X MAT OE 2X6, 120 ON OUT61D!! 4 6ECU1010 SE.CUE TO BLOCK TF1601J214 NON-6711047URAL WK2) 3A6' TAFC" 3A6' TAPCON MM. 1-114• (MN GNAW 6RE 30 E'onpmlNr NTO BLOCK MN LEAD SIZE 300 MN EMBEDMENT I V49 WTNN S' OP EACH END 6' CM 4 M' = MAX 6PACN& U2. OR7uYLLL 2XI, 1=1 ❑ �• ' IA 60CLM TO BLOCK UO) 3K' TAPE" P.T. NAILER MN 6HlMK 612E J46 DOOR CASING MN NEAP 617E JNUO MN EMBEDMENT 1 VV) UA74IN 6' OF EACH END 4 M' = MAX 6PACMG. DOOR JAMB OR W 40M ATTACH TO 2X PER MANFACT2UE6 DETAILS NOTE SHIM AS NEEDED TO PLIJ"D JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" r)RB'IDOI/ TO LOCK +2 1/4" u 2" ME Maw TO BLOM U-X*' TAPCOPM MN. 6HANK 6120 .145 MK HEAD 612E JIOD MN. EMBEDMENT I V49 UTNN 6' OF EACH E0 4 M' CC. MAX 6PACN6. 2X6, m 6BCLVA TO OLD= U(2)3AW TAPCONS (MIN. SHANK GM Job MIN. HEAD SIZE )NOD MK EMBEDMENT I V4•) WITNN 6' OF EACH END 6• CM 4 W = MAX 1/2'DRYWALL SEC S4M' BLTAPCBLOCKP.T. WK2) 3/ON6 NAILER MN. 6HWNK SIZE Jos DOOR CAI NG MK HEAD 613E 3" MK EIOEDM■NT 1 1/49 WTTNN 6' OF EACH END 4 W Or- MAX SPACNO. DOOR JAMB OR UANDOW ATTACH TO 2X PER MANFACTlRE6 DETAIL& NOTE, SWIM AS NEEDED TO F% "B JAMB (DO NOT EXCEED V47 DOOR JAMB TO BLOCK +3" nwxww. To BLOCK +a" 2X.4. ME SECURE TO BLOCK WY 3A6'TAPOOHM MK SWANK SIZE J45 MN HEAD 612E 300 MK EMBEDMENT 1 V47 wnwN 6' OF EACH END 4. M' O.C. MAX SPACN6. NOTE, GTRVCTURAL 2X MAT BE DW WEI ON OUTSIDE 4 eECUgD 6ECJRE TO BLOCK TFM4AU04 NON-STNJCTURAL W(2) 3/Ir' TAPCONS 3A6' TAPCON MK 1-114' MK G HANK 6IM 30 E'BEDT'ENT SRO OLOCC MK NEAD SIZE 3" MK EMBEDMENT 1 V49 6, CMWMW 6. OF EACH END 4 W = MAX SPACH& V2' DRYWALL 2XS. 1=1 10 ❑ I'X4' SELTIIE TO BLOCK P.T. HAILER U1K2) SAr' TAPCON6 DOOR CASING MN GWAHK 6IM Jos MK HEAD 6UM J100 MK IPWI= !M 1 V4•) wTTNN 6' OP EACH @ID 4 W OC. MAX ePACN9. DOOR JAMB OR UINOM ATTACH TO 2X PER NOTE, SNM A6 NEEDED TO PLUMB MA'UgACTUREe DETAU.6. JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3' g�LTO �GK,�.ti� 2ND 2X SECURE TO STRUCTIRAL MEALIER LLV(2Ad WTFIN 6• OF EACH EHD 1 r TO 6 OC MAX 2X4, IB eeallE TO OLD= IV 1/4• TAPCON6 (MN. 8HATK 612E J45 MN, HEAD 612E 300 MN EMBEDMENT I V4•) UTHN N OF EACH END 4 W O.C. MAX 6PACN6. 2X6, m 6EC1R! TO BLOCK W/(2)1/4' TAPCOPM (MN. SNAWK 662E Jos MK HEAD 612E 300 MN. EMBEDMENT I VW) WITHIN 6. OF EACH B,D 4 W Of MAX SPACINM 2XS, 1ZEEI SCCSE TO BLOCK WR2)IW TAPCON6 MN. 6HAK SIZE Jos MK HEAD SIZE 3" MK EMBEDMENT i V49 UTNIN 6' OF EACH END 4 W OC.MW( SPACN6 6' cm 1/2' DRT■4LL 1w P.T. NAILER 1A6' CAN, X 4' MN. i- DOOR CAbN6 DOOR JAMB OR 11I00W ATTACH TO 2X PER MA2JPACIUlIft DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 7/10" V .11►DIDOV TO BLACK +3 7/16" 2X4, m SEC3I6 TO BLOCK UY V4• TAPOON6 MK SHANK SIM Jos MK MN W-M EDMSNT 1 1/41) UTHBN 6. OF EACH END 4 is, OC. MAX SPACOC 2X6, 1Z0 SECURE TO OLD= M111) VW TAPOONS MN 6WAW SIZE Jos MK HEAD 612E 3" MK EMBEDMENT I V4•) WTNIN 6' OF EACH END 4 O' OC. MAX SPACIY 2X6. 121 6ECIUE TO BLOCK W/(2) 1,14• TAPCON6 MN SIUK SIZE Job MK HEAD 612E 300 MN EMBEDMENT I V4') UITI4IN 6' OP EACH 00 4 W O.O. MAX 6PACNCL NOV. 6TItllC11,11RAL 2X IIST ON ON Our6DE 4 eECJREO Tkvwu w NON-STRUCTURAL 3/M' TAPCON MK I-V4• E10EDMl4T IRO BLOCK L�1 s' cu V2• DRYWALL ❑ 1 X4' P.T. NAILER VP.T.X4'MK DOOR CASH DOOR JAMD OR UINDCU ATTACH TO 2X PER MMNIFAC71.81E6 DETAILS, NOTE. SWIM As NEEDED TO Rim JOS (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" n1IINDOW TO BLOCK +3 3/4" n 1441 N. RONALD REAGAN BLVD.I LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774J1078 www.abdeaigngroup.00m L AA(F.0003325 J o b >m ABBOTT PARK LOT #19 BLK. #7 RIGHT PAGE: DETAILS T /21'-O" PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/20Z1 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR $131/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2Z/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 g SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 . SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 1Z/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 27969.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS ZD20FBCR 22/31/2021 5678-115 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020FBCR 12/31/2038 IS279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23935.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 1Z/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.S THERMA-TRU EXT. DOORS 8'0 SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 239S6.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EJLT. DOOR 2020 FBCR 12/31/2022 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 23223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 1326S.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'27'VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 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 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 WWW.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1441 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32780 PH: 407.774-6078 FAX: 407-7744078 www.abditigngroup.com L AA B: 0003325 i 1 f(� 6P� ib 0 ID 6 9VHDIV !s LOT ABBOTT PARK LOT #19 BLK. #7 PR.OMCT 04181.00 -19071 UODELt 4EBB "1828-CALI" GARAGE J9WDfG: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 JWH EXP. C PII@ola® CONTROL ion PLANOE OP CONTROL JOM WE URmD TIED TO LATH • v OG. MAX (vERr.A Nam, DO NOT FASTEN CONTROL JONT TO WALL VAN IF 81W EXISTS ISEYOOW EXCEPT STAPLES UV "L82 MWE tO TEMP. DU M MSTALLATM ------- \ FASTENERS TO 011 SPACED Or 1' = MAID VERTICALLY / s \ m3 COAT C01W /— UACL LAYER 4, PORTIFEER MWING PAPER APPROVED METAL LATH FASTTSHM a (VMJ oa I AT YM a U�AR,41�e WOOD SHEATHM6 M!M W.I. 14;1 LATH SHALL 14 &HAL olrs LA 74001, 4 JONM MY M STOPPED TIED AT EACH SD! PER AS1M CH163 � FLAT MAX W TTO S• \ LFASTE PROM CONTROL. JOINT U41 N CONTROL JOMr FALLS ON / STHTJCTLIKAL STUD IM FOR LATH TO M NLLS ORt' I ,�.- STAPLES M COMPLIANCE IW ASTM C1063 r- 2. WIRE TIES TO M (NO. N) DY)41W WSIE / 3. OLOCKJO SHOUM MAY M IN ADDITIGM \ TO WALL STUDS REOIURED PER PLAN OL— NIYO . PL A ®FqA "-L I OO LIP"NW• R.A L COWAN . R S • C� . FL O • CMO TT L COWAN aR.0 ® LF0.D NIYO. R.A L COWAN. FT.m L COWAN . PT. C A. POLO FT. C OYM Pf Morro" "JOIN sorrom rr� 0 .A.- TtlxT Saco, oa Naar APPROVED ilULLDMn uIRAP SHALL M LAPPED A MINNIM OF W • VERTIOAL LAP• (DOLL OHM 4 W • HMA"AL LAPS. ALL SEAMS NE® TOM TAPED WTH PtORTME! GHEATHM6 TAPE / I' t1N W . FlTAL LATH \ �—X aKn So ROM a IIIALL EIwCTgR" LATH VERTICAL. LAP TO w r IT METAL LATH _ I Stucco UAtAP am" COLY \ OUM ULLOMd PIPEerIORTIMEIR� / 2 ecAle,tl v9'•I'-O' Nam SIDE LAPS M METAL PLASTER RASES SHA M bacur D TO Moon ALLMMIENM nay SHw TIED MIN Oi416-N (UI-MM) WRZ AT WINWALS NOT MORE THAN Y (t7�-FMA AS PER ASTM CW63. ® KICKOUT PM 11W„INOFTEAM IN 11RD M U YM, T EAR• DETAIL M PATCH UYFIOUSE U~ TAPE PER MOMP SPED OR PEEL 4 STICK OR I? TwocK 3 COAT CE'pNT METAL LATH UM LAYER •J, PORTPIMP IMULLDN6 PAPE4 1__4 Wt® LAYM V, FORTFOM EI"LDM3 PAPS! METAL LATH 6NV •ELF-AOFEItlN01 MEMERNE FLASHMd OVER 4'x4' PLAHM6 OVER APPROVED HOLUE ~. FLASHMs r0 EXTEeD oxrO FIFE CONT. MAD OF SEALANT TALL APPROVED HOUSILRAP AN ILTRATION 0ANM11M OVER / WDOD SHEATWINS SECTION Exterior me of portlend cement plaster shell comply with tha.ppliorbb requirements o1 ASTM C 93618b. Imhllatlon of exterior irt" arxl framing shell comply wit ASTM C 108319a, or ASTM 1787. 4'x4' SELF-ADHE11M6 ME9ERAlE 5 FL.AS!Aft (COMPATOLE UV H016" 4' UA64P MATIMAU OVER APPVWYW WO)SE ~. FL.Mj1 NM6 TO EXI@b ONTID MFE � :i.i`j5::.. 6 oD nD6 r PFENETwATM 6FEATNMI6 <�.::: :'.l ua CUT AND 049111LAP ONE SIDE Q---1 SEL.P-ADNERMS MOM BRA•IE PLASHM6 STEP ON WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) T THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED i 5'X9• 'L' TYPE CONTINUOUS Z 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. N.T.S. �..�.�p CUT AND aAMN-AP ONE SIDE OF SOJ.GL-2 FLASLI"411 MEDRANE PENETRATION DETAIL (FRAME) [ M,011p. DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR-1/1ro" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX:407-774.4078 www.abdeslgngroup.00m AA M: 0003326 o �k 11 11 lilt atumrV. la LOT: ABBOTT PARK LOT #19 BLK. #7 PROJECT# 04181000-19071 MODEL: 4EBB "1828-CALL" GARAGE 9 WENG: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH PA. C INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. OPCAA 4CE OF PLABHMG TO BE, j(t L �OTTCM. 2. SIDES. �- TOP VENT CAP IS TO BE SET IN BED k- OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT DATER AWAY FROM JOINTS. �X< E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JC*M AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BAGGER ROD NCN-MOVABLE FRAME AND STUCCO AUON ALL DSI ES, Y4 CAULKING • JOINT . AROtI I I I I PER SECTION EMWfor Ytlltla �rld oNM&11no BAGGR ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. 1yG, r Installation of exterior lathing and framing shall comply with ASTM C 1063-19s, or ASTM 1787. WRB LAYER 01, STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH 00 LAYER n, FORTFIBER BUILDING PAPER WOO SHEATHMG DRYER VENT ( FRAME) r SAOAYER 4FORTPRIER MG PAPER co�N TUCTC ION -METAL LAT14 S' 0111.1 VINYL CASING DEAD •' RAISED BAND Y TO x' «,�-�ML WEEP eLR2n S' WIDE STRIP &ELF ADHESIVE K.ASWN% CLEAN MASONRY OlFORE APPLYING Z FLAMING, STONE VENNOR OVER SCRATCH COAT HORIZONTAL WEEP SCREED WZSTONE VENEER (FRAME TO BLOCK. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) UJRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES CB DRYER VENT (BLOCK) MUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I b' SELF ADHESIVE 1 PLASHMG (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.B. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION a ii' THICK, PLASTER 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME 4PPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM -- "- ate' — �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER al, STUCCO WRAP WRS LAYER 02, FORTIFIBER BUILDING PAPER X. TO 16' MID -WALL u1FFp SCREED :O SCRATCH COAT LARGER THAN THE ELEC. MMR CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION 3 COAT CEMENT CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRIS LAYER STUCCO M HOUSEWRAP BELOW CUT SUCH THAT, NO MEMIBRAME ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER b® MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER M, STUCCO WRAP LAYER 4, FORTFIBER BUILDING PAPER AL LATH UIOOD -1 1EXMED CONSTRICTION PN SH •WOOD FASTEN TO 1100D STRICTI.RAL MEMBER • T' O.C. MAX e' cMu 6' WIDE STRIP aw AOH fthV PLA&HMY#. CLEAN MASONRY I&EPORE APPLYING V FMI&N • MAaONRT ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK, 0' WRB LAYER 01, STUCCO WRAP ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH S_TEF S STEP #(o ELECTRICAL RECEPTACLE '.1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003326 NOW 14 > U35DIV. r 9 LOT: ABBOTT PARK LOT #19 BLK. #7 PROJECT 04181.00 —19071 MODEL 4EBB "1828—CALI" GARAGE SWING: 1 RIGHT PAGE: WALL ASSEMBLY DETAILS 160 11PH EA C ' 31201 A LAR NO PRINT 5/08/21 scALE:1/4"=1'-0" EET WA2 EXT. WOOD I RAM WOOD 6WEATHINCs WALL WRB LAYER h, SILB4 LOOK pacKm STUCCO WRAP WOOD WRB LAYER 4, FORTIPIBER rm-BiG'D TRLa6 CCNSTRUCTION BWLONG PAPER HAT CF4AN•EL J' THICK, 3 COAT CEMENT WEATHER DARNER 'TYPE 'X' DRYWALL PLASTER WEATHER OF SCREED BARRIER 4N 066 ATI�INNGG BEEFN ND WEEP ED MAO "a COAT C@'@!1 ` WOOD SHEATHING ` W OMITIVE DRAIN „eRo •��'� METAL un( WOOD BHEATwm_ UM LAYER 41, �_ `• STUCCO WRAP / i' T1410K 3 COAT CEMIDNT `� PLASTER J \ 6' 6ELF-ADHERENG ! • TOP OP WEEP SCREED TO SHEATHING BELOW a' r0ylTn2 C"It" WEEF stw•ee s WRB LAYER 01, } ` ! STUCCO WRAP (acm F. ! e, • \,+ H iii� 4 i SEPARATE A Y, �C WRB LAYER 02, FORT IFIBER - ---- { BUILDING PAPER STUCCOUA¢A�—"\/ �: ' ; • GOIN�ER OF u AMICO AM66-WINK-TSaj 1 ° 4' POSITIVE GRAM ry xarnw ,-w.,u...s: ., `.` uV✓EEEP a�esen NO C-AP IN FIELD (SHOWY FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. SCALE, 1 IR'-I'-m' NOT METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION ,-WEATHER RESISTIVE BARRIER M U RESILIENT WEATHER RESISTIVE CHANNEL BARRIER 41 7147== D ]' THICK, 3 COAT CEMENT PLASTER B/6L METAL LATHWR'IUDOD 6HEATHMNGFNIJ ANT (2) 2x12 HEADER VINYL CASING BEAD CNO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRWCITCN WEATHER RESISTIVE BARRIER M WEATHER REGISTIVE BARRIER 4 VINYL CASING BEAD i' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W(TEXTU EO 4 PAINTED WOOD 61 EATWMG FM _ i' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER VINYL OINNER BEAD tlQ VINYL CORP. 4• POSITIVE DRAM WEEP SCREED VINYL CASING BEAD GAP M FIELD (SHOWN FOR CLA"ICATION OF SEPARATE ACCESSORIES ONLY) @DE-IP EIGE INSTALLATION EME MOR GRADE OW WALL {' THICK a COAT C CHLY) 0 ANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3. 26 GA. aALV. METAL COP EDGE PEEL • 6 SET IN FULL BED OF 6' PEEL • 6lALNNT,%S' MIN' STICK • DRM" SPACE FROM DRIP ED" TO FACE TO TREX DECK Y; GAP FOR BACKER 11,XI'Ya' P.T. OR 6M'MJLATED ROD i SEALANT WOOD IUCU& KILLER vINYL CASING DEAD WATER PROOFING lot RESISTIVE LAYER (2 LAYER FEEL BARRIER , STICK) WRAPPED FROM RESISTIVE BALCONY DECK TO CANTILEVER ITHRR 6' PEEL • STICK . M7111MBRA DINP now TDODE DECK S. OVER 171IP FOR EC ® 31 x 3' 26 GA GAILY. METAL DRIP EDGE SET IN FULL BED OF I J6A W P.T. OR 6R9LLA SEALANT.), MIN, WOOD lT FILLER SPACE FROM DRIP CONTINUOUS PACE TO TREX Y; SAP FOR IBACKE %0!INYL CASASNQ MAO ROD i GEALANt OFIbt DATER RPROOFING, FINISH LAYER (i LAYER LAYER PEEL • STICK) STICK) WRAPPED FROM 3/4 RESILIENT DAL.CANY DECK TO HAT CHANNEL. CANTILEYER COAT CEMENT �CK3 METAL ITN TEAL TYPE 'x' DRYWALL WOOD SHEATHING WR• EX URW PAINTED �WEA ER RESISTIVE FINISH RE616TIVE �LLEATHER COAT CR E3NT 1!�IE� PLASTERS IN WEEP 60011D VINYL CAINNI LEAD bk GAR IN FIELD (6HIOWN FOR CLARIFICATION OF SEPARATE ACCESSORES ONLY) BALCONY 11 EDGE INSTALLATION DRIP COLUMN 61-EATHMG WEATHER RESISTIVE 6AR\\RIER 4 LLEATFER RESISTIVE BARRIER •t PEEL • GTI\CK I RdxV 'L' FLA644MG FULLY EMBEDDED M ROOF CEMENT Ili' X 3' 26 GA GALV. METAL DRIP EDGE Y; GAP FOR BACKER GET IN FULL BED OF ROD • SEALANT SEALANT,19 MIN. SPACE FROM DRIP FACE TO'fREX WEATHER RESISTIVE vW.M i-eAIH\' susen c BARRIER M WEATHER RESISTIVE WATER PROOFING at •6 BARRIER 42 LAYER (2 LAYER PEE` i STICK) STICK)r"�"'a.w � EXTERIOR COLIa'N COLUMNSHEATHING L E G E FEEL • NCK 6' SLAP. 1)fi'x3'•L'FLASHNG DRAINAGE PLANE (WRB FULLY EMBEDDED IN CEMENT LAYER 01, STUCCO WRAP) I K' X 9' 26 GA GALV. METAL DRIP EDGE WR5 LAYER '02 (FORT IF I5ER - - - - - - - - 14w K' P.T. OR 6MMJL.ATEO WOOD (TREX) PILLER,'G+T•• SET IN FULL BED OF MIN. BU I LD INCx PAPER) coNrlMuoue SPACE FROM DRIP jr17 GAP PON SEALANT VINYL TASINN6 eEAD METAL LATH x—x—x—x OPT. BACKER ROD. WATER PROOFING let MODIF 8m LAYER (2 LAYER PEEL • STUCCO 3/4 RESILIENT WIT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO VINYL- -�,�d= `ANTILE',ER WOOD OR 7/lro' ZIP WALL 3 COAT CEMENT PLASTER SHEATHING B'S' TYPE 'X' DRYWALL METAL LATH WIrEXTURED • PAINTED WOOD EHEATHMCs SELF-ADHESIVE FLASHING - - - - - -- J' THICK, 3 COAT CEMENTPLAAST 4' POSITIVE DRAM VEEP AGREED VINYL CORNER DEAD (SHOWN FOR CLARIFICATION OP vMKL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING SCALE, NTG WOOD SHEATHING STULAYER N, STUCCO WRAP 2x PRAMRG M®'7OER PLASTER9 COAT CEMENT 21/2' • r.01143nMA2 FASTENED TO SHEATHING .a . 1' O.G. MN(. S WM LAYER ti STUCCO WRAP WOOD 6HEATHMG METAL LATH WRD LAYER n, FORTPIDER BUILDING PAPER SF9RNER BEAD ® FRAME 1, 2 1/2' CORNER BEAD (FASTENER 4 SPACINCa + l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WRB LAYER 02, FORTIRBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT\ PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE WRIS LAYE BUILDING METAL LA j' THICK, 2 PLASTER 6'SELF4 FLASHING DRIB Cf WINDOW 15B CASING BEAD ® WINDOW (FRAME, NO BAND) WOOD 3HEATHIWs WRS LAYER 01, STUCCO WRAP 1 WRS LAYER 112, FORTIFISER 1 SUILDING PAPER io ' METAL LATH (OpgD J' THICK 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 t € 1� 6 >lV UMIas LOT: ABBOTT PARK LOT #19 BLK #7 PROJADIP 04181.000-19071 MODEXIC 4EBB "1828-CALI" GARAG2C swnCo: RIGHT 1 PALM, WALL ASSEMBLY DETAILS 160 MPH AP. C X GAP TYP k THICK 3 COAT CEMENT WOOD SHEATHING GA8o RIM METAL �LAT14 LEGEND Ix TRIM MEMBER STUWRICCO LAVER P S stucco N WRB LAYER 4, FORTIFIDER DRAINAGE PLANE (WRB STUCCO WRAP SIDING TRANSITION WOOD SHEATHING BUILDING PALER WOOD SHEATHING LAYER 01, STUCCO WRAP) SIDING WRB LAYER $2, FORTIPIBER ' WRB LAYER 02 (FORTIF15ER ...... — BUILOING PAPER i < �BUILDING PAPER) WRB LAYER �'l, ' STUCCO WRAP METAL LATH METAL LATH i X—x—x—x WRB LAYER 02, FORTIRBER STUCCO w�eA�� � LAYER P STUCCO THICK, 3 GOAT CEMENT STUCCO WRAP PLASTER BUILDING PAPER WOOD OR 1/16' ZIP WALL 6'sELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING ! 77' THICK, 3 GOAT CEMENT FLASHING OR PEEL 4 STICK SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED 8 CASING BEAD VIEW FOR PLASTER CLARITY ) SIDING TO STUCCO 18 CASING BEAD , ; .--------------------------------------------- —----------------- ----------------------- DRIP CAP (CROSS SECTION) SEALANT PLASTER3 GOAT CEMENT WINDOW FLANGE STUCCO WRAP WRB LAYER N, METAL LATH VINYL ANGLED wow c4" aayo►oTlacrroN 1 CASING BEAD `�; woam GHEATWm WRB LAYER •2, FORTFIBERMANOR , BUILD�t�s PAPER s: = ueanaRFMOTW 4P WINDOW FRAMEMANOR -2 �( ; WRB LAYER $2, FORTIF15ER METAL LATH `� �;�CT Aremlra \61 I / BUILDING PAPER ' THICK 3 COAT CEMENT OT � K ��y°D�� s � � wEntHeR Reelenve j /l PLASTER , k. MAleR, E-ZytBEAD VINYL CASING It RIP ' UMAT►RR P10" ve I (W/'6' FLEXIBLE PVC BACKER ROD) pTARTl' 6'SELF-ADHERING °. \\i \\ eAlaaele n FLASHING :'t " 1 MTAL_\�� i~ V GRUTA { I •.,. ` •`E 0ALw FETAL DRIP CAP 7� �� WRB LAYER 'I, STUCCO WRAP, I x A• e. I WRAPPED AROUND FRAMING MEMBER t WINDOW FLANGE 1 6' SELF ADHESIVE FLASHING ' CASING BEAD ® WINDOW ��.� 1 15C (FRAME, W/BAND) •� / oRA o�.1N& 2XFRAMING WOOD SHEATHING ! ` , ;^ MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ��-------------------------------------------- 9 TRANSITION Y4' GAP TYP j' THICK, 3 COAT CEMENT WOOD SHEATHING NOTE: CASING: BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. 1 I METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) BUILDING WRB LAYER PAPER FORTIFIBER , WRB LAYER h, ; WINDOW FRAME WOOD SHEATING STUCCO WRAP WOOD SHEATHING wow WRB LAYER •1, FORTIFIBER TwicTlaN A• BlLF-ADFEIlDiGr BUILDING PAPER i �4°11M° WRB LAYER •1, wow ewEAaHeb weNONt RENOTMR THICK 3 COAT GEMENt i STUCCO WRAP OA1°O�" MANOR UNATHER�i�1° I f PLASTER ; AMaA TOP it eMAAlaO R THOR rlva �' / a PL M WR8 LAYER 02, FORTIF15ER U Ql °so �r' VINYL ANGLED BUILDING PAPER •'eeLr eorEla� 1 MAAIaOR-1 1 CASIWs BEAD R'�m \ / I"WISTWL STUCCO WRAP I VINYL CASING BEAD METAL LATH WARM STIR � � � � ! i CEXPLODED 1 \I \�`'� I OVER FLANGE &'WIDE PEEL 4 STICK I THICK 3 GOAT CEMENT VIEW FOR PLASTER \ WINDOW FLANGE !I! CLARITY) awLw FETAL ��' uenrlaR Reslstrve : f = R 6. MANOR q To LAP; E-Z BEAD VINYL CASING 1 I °F Zol KAWMraP I 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) ! e.z eeAo Vsn L eaenn X , R i MEMBER tuwdx R eXIDI E rw / -APPLY FULL BED OF SEALANT BETWEEN • j 1 FLANGE 4 BUILDING WRAP CASING BEAD ® RAISED �\I` oRaFCbW Fle WC suILURAP 1 A BAND (FRAME) �_� aEAT�ePumrlw -- l�U.OIeTMe DANO R q SCALE: I I/2'.I'-0' vmm eaaQR ROD) ® pvc SIDING FRAME TO STUCCO FRAME MANOR (� /� EZ BEAD WINDOW CASING 9 TRANSITION U n i44i N. RONALD REAGAN BLVD.I, LONGWOOD, FL 32760 PH: 407.7748078 FAX 407.7744078 www.a bdeslgngroop.00m AA #: 0003325 j ` gi All a evnDIR ae LOT ABBOTT PARK LOT #19 BLK #7 PROJ=T# 04181.000-19071 a[oaz;u: 4EBB "1828-CALI" GARAGE ®tlVIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH C llll t CARE SNdXD BE T-EN IN KEE— THE VEMPROPEBLY 4-, W AND 1T SHOVM IN A - GALVANIZED ALLIED. VENT PIPE IS SEALED IF U IUZED. NAIL IN PIIICE USING 1-I.' NAILS AT EACH CORNER. ROOFING CEMENT 8E APPLIED IDgLL SHNGLE EDGEB N`.M THE OUTER W1ER EDGE AND AAOWID THE ENURE PEPoMEIER AS SOUT HEAVITNE OOOSENECN VEMOPENNGIN THE ROOF SHEAT THE INACCO4M CONO ON INSEVEf✓£N4ATiERCWSTAL CONSTiUCT011 Z0P8S. EVENT) SHOT&IZE TFANIE VENT INTHE EVENTAMECHANCAL VENT FAN IS USED SIZE T,f. USED, FAN i VENT OPENING 'S FIR ALWfmNIONYN1H VENT FAN CILRES PIPING OJTAEC110N INS OHS. 00 NOT CUT INTO TRUSSES OR RILFIERS THEN CUTTNG THE OPENNO IN THE ROOF. RENIOVE INTERFERING SHINIXE NAILS MOUN) THE f^' PERIMETEROFTHEMMWW0 TTHENAILINDFLANGE OF TIE VENTlAYS FLIT TO THE ROOF SH TNN3. sum THE TOP AND BIDE FLANGES OF THE VENT UP AND UNDER BHNGIE S. VENTFIANGES TO LAV ON OF 3T1EBsi THE TOPTHE SHMGIEs. r ROOF HOOD VENT DETAIL w AT - AP No Vw WALL STEP 1 DRNG N4A404 MN r ouww a" N�sLt ItiA611►11► Do NON am BottCm m STEP 6 THrawA NLY row-Ut A etc HouseN@AP(o Rm RAP UMC M NRW r" HOJaRW NAT wila1 @Lott 6aL A STEP 7 ALhW NANUNR RV NL I V= Q 6a1 RO. NLQMM@ "Y RANW PMM® RDOM (CAP NA" 6TAPLt6) NIRALL CLPONT ATM PLUMBING VENT DETAILS ADM A0I41116NR - DdBLt PLANIMb YM DRIP CAP uc7o-~ ROUW) WINDOW FLASHING INSTALLATION DETAILS O ( FULL WRAP) SCALE: NTS STEP 9 VALLEY CENTERLINE 36' NTDE VALLEY FLASNN3 10 FASTNERS wTNN GM OR HEAVER PELT TOF CENTERLINE %iRA FASTNERS IN UNDERIAYMEM EN) OF SHINGLE II XTEN)EN)SNNGLI ASPfW.T AT LEAST 1r BEYOIA ROOFING I VALLEY CENTERLINE CEMENT ' 0.SR>EDOFF _ CORNER ATASCEGREI 54NNpLES nTM1mEDrIVLCK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL APPLY ON mm (o 00---.) WALANT A PLAWMI (LMICO w m-"AL lot." Ot ROAW A GLOM GILL to RN bKm L IT 16 TM COWACTOM IMBSPONDOLrf TO VOW, ?I* COMPATIBILITY O ALL PI@ODUCTS RICLUIDNB HRU@R@Nb1R SNALAM A WLRAOVR:RM! KASI" MATMAL6 Leto DIA@ND C"714MOTON 3. INSTALL ALL MATNI@AL6 ISM MAN LOWCTISI 6 w m7m lIBEcip C 71" MMM 6RALAM6 MAY ISACT ApVmMSLY F NOT CQIPATIBLC MID REAL JAMS TO BILL JOINTS WITH 11" POLL.OWMG COMPLETION OF EXTERIOR NET"IT W W REPAIR SCH "E SMOUN SHALL W "-LWVOW AT ALL WMDOW6 UMTH ENDENCE OF WATER M7'RL81CN OELOW THE WINDOW OPENING SEAL INTERIOR PERIM°TER CIS WMDCW WITH iMAMiNi-k-Al AND AITRDVRD MRTN= U OF MC RiODA U N ACCOPPANot wTH r@NbTIPATM KANIASACTUVIMS WALLA?" AM FL46WMs WMACTION4 MUM& WALANIS KAY IFAICt ApVRRa@LY P NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) Sc." NT6 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.a bdeslgngroup.com AA #: 0003326 RJ F IC k Rqj 9 I I i 1 1 —2x6 SUB-BANID W/1'x4' NOTCH O END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/8' TEXTURED FINISH + WOOD 1/2' TEXTURED FINISH 70 CMU METAL FASCIA WRAP Ys' FROM STUCCO, 1' WOOD WALL METAL FASCIA WRAP FROM �1 II II 11 2X6 SUD SAND f 1 f 1 f 1 1 I Q 1111 © PLAN S 1 1 `\ EXTERIOR WALL 1 (FRAME OR CMU) 111 ` n e ` - 1 NOTE: NOTCH FOR 2X6 SUB BAND ONLY \ ®ELEVATION ®i=LAN A FT/a' TEXTURED FINISH • WOOD, V2' TDCTLNFW FINISH • CMU METAL LATH WOOD SHEATHING IR OCm WRIS LAYER sl, STUCCO WRAP (FRAME ONLY) WRIB LAYER 42, FORTIFI9ER DUILDMG PAPER (FRAME ONLY) DRIP EDGE METAL KICK OUT t—ROOF KICK OUT REMOVED 11 FOR CLARITY -' ROOF DECK (BEYOND) —`4DRIP EDGE, 1' OFF WALL xNOT INTO STUCCO) — 1 1/8' TEXTURED FINISH f WOOD, 1/2' TEXTURED FINISH a CMU . 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK —METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT B WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/14'x4' NOTCH *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 x x x x x x x x x x x x x x x x x x i FRAME OR CMU � x x x x x x x x x x x FELT PAPER x x x x x x x x x x x x x x x x x x x x j DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x S ONLY FOR WALL OFF x SET OF COMPONENTS) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN Yi ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Vx4' NOTCH A END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF - DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.a bdesigngroup.00m AA 8: OW3326 X o m Bu=iv. ae LOT: ABBOTT PARK LOT #19 BLK. #7 PROJWT 04181.000-19071 MoDmu 4EBB "1828—CAIX' GARAGE swIlM: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 JQH EA C D � 6/08/21 SCALE: 1/4"=l'-0" e VY A6 FOUNDATION NOTES 15'-10" 3'4" 36'-r' T-6" � TT OP OF SLAB • —FM-12Xi2 — 1 — — — FM-12X18— — — — i, i a mF 4"CONC. ww SLAB O LF-24X24 ILL 4 31/r' 1,-0„ l 1o'•a' 10 ' I• r 1 fM-12X18 END SLAB 1 1/2" 4" PVC 'A CHASE;/ if to / i� r rf 0, �„ . TOP OFOF i SLAB if i ri �i r� I� ;I r 19'-0" V-0" i 15'-8" I 1 to y� N I •I I LLI 0 1A ( vOJ g .I 1-EXTEND I SIM. SLAB 1 1/2" to 2 4" CONC. •{ rM-12X76 SLAB 06 1 1IZ' ILI tA *3 LL I 1 3, SIM. op �---- b 2 1A -71/2" 1 1A + m FM-12X18 _ J m MC-12X18 ~ FM-12X18 FMC-12X18 4 4 10'-r' 3'-10" 2'-8" 16-0" 2'-8" 39'-8" FOUNDATION PLAN SCALE: 1/4" - 1'-0" MI 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/r' 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.MNDICATES #5 BAR, ®INDICATES 06 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 -36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #51S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402(602.16, USING: Pm - 2,000 PSI, TYPE "M" OR"W MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1A OVER GENERAL 3112, 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U'LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN t0' - s (+)W-0' FM-12x12 1r' CONTINUOUS 12" - (2) #6's FM-12x18 12, CONTINUOUS 18" 12)#6s FM-16x18 16" CONTINUOUS 181, - (2) 's FMC-12118 12" CONTINUOUS 18" - (2) #Vs VARIES F-24x24 24" 24° 12" ■ (-)(1"-0" IS N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m m DXMDIV. & WTI ABBOTT PARK LOT #19 BLK. #7 04 181'.006-19071 MODzu 4EBB "1828-CAM" GARAGE 8WWG: RIGHT PAGE: FOUNDATION PLAN 160 XPH W. C I AN5/06/21 CALE: 1/4"=1'-0" MEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING • p Z STEEL REINFORCING IN GROUTED'• STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q y CELL SEE PLAN FOR SIZE AND .•�y.. • + ' o�" a SPACING REQUIREMENTS w Y C SPACING REQUIREMENTS �_ �P'I'�•: .. '�.._ GARAGE DOOR mU pap ? WI . : (r RECESS co :1IL a • _ FMB" J O N Z ro 8" CMU WALL O to 8" CMU WALL o . CORNER BARS, SAME SIZE AS LARGER BAR I W w B" O — °p - Z tO IN FOUNDATION WITH 30' LEG EACH I W = +- 0'-0" ' '' y�JI/!�� WAY AT ALL CHANGES IN DIRECTIONS U co '.','��� TOP OF SLAB TOP OF SLAB I ... -I ' SO THAT THE STEEL REINF. IS CONTINUOUS . _ . //; �' • MATCH AMOUNT OF CONTINUOUS BARS CURB FOR : 6 - - ,• EXT. PORCH SLAB W/ 1/2" ISOLATION �. JL4 . SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) #3 18" . • . - EXT. PORCH SLAB (-)VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER 1STORY . I�� If �+. •' a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7=p" AT ELEV: .' JOINT(WHERE " 6"CHAMFER (2STORY) #4 24",•� W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) •• 0'-0' APPLICABLE) z SEE SCHEDULE JOINT (WHERE • APPLICABLE) Z EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR VJxD, BAR SIZE 88 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" ^ EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3l4'=1'-0" 2 SCALE: 314'�t'-0" @ GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4'�1'A" SCALE: 3/4"=1'-0" Z (1)#6 REBAR VERTICALLY W/ CONC. M. U POURED CELL 0 h to 8" CMU LAP TOP PLATE A MIN. OF 48" AND NAIL W/ COMMON a #4 REBAR (924" O.C. 0 CENTER OF S, 4'01C BTM VERIFY HEIGHT g LAP O OCCUR OVER STUD OF WALL W/ PLAN OSLAB a i W 214 OR Dt6 WOOD BEARING PROVIDE BLOCKING v ONzU 5' W w WALL W/ SYP I r 2" CAPPED > NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ GALVANIZED PIPE O a. SECURED W12- PART SPACING. SINGLE BTM. PLATE 1/2'W" WEDGE ANCHOR W/2' W/FLANGE 0 BASE a S I EPDXY. MIN. EMBED TOPLATE BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH '` 4• • b gg 8, UNO 4 a FOLLOW ALL MANF. EPDXY 5-1/2" EMBED. MIN. 16" OC N IV' CONC., REINF. W/ M m 0' SPEGFICATIONS FOR /n w SIMPSON SPH4 OR SPH6 MAX. BTM AND TOP PLATE 1-. S • f k6" #10 WWM ON MIL POLY ETHYLENE SECURE FLANGE TO m N USE AND I F PREPARATION OF ANCHORS W/ 10d x 1 1f2" y S0 W VAPOR BARRIERL N SLAB W/(4) 1/4" X 21/4" O HOLE. COMMON NAILS FILL ALL N = Q • '-0" WELL -COMPACTED TAPCONS Z HOLES, DO NOT USE 10d W >� CLEAN FILL TERMITE c 0�0} x 3" w SEE SLAB SCHEDULE Q TREATMENT SHALL BE M A S" BORA-CARE SLAB (2) CONT. #4 REBAR 4" CHAMFER (1STORY) �6" CHAMFER (2STORY)(2) #5 REBAR ON CHAIRS12"MIN. =AND DEPTHINTO Z ir 2,000 PSF VIRGIN SOIL OR 95%ULE VIRGIN OR ENGINEERED SOIL "'' COMPACTED SOILSLAB SIZE HEIGHT LESS THAN 3-6' U pER PLAN BOLLARD ADDING BAR TO NTITY EXTERIOR MONO DEEP SCALE: 3/4"=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL W/ BLOCK WALL 6 SCALE:3/4"=1'1Y' ' scALE:3/a"=ro" (W/ 11PLIFT) &FOOTING SCALE: 3/4"=T-9' LAP TOP PLATE A MIN. OF 48' ----may AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C STM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' — LAP TO OCCUR OVER STUD OF WALL W/PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z g BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE < a PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO p NAIL 16' O/C STAGGERED. PROVIDE DBL. TOP PLATE SLAB W/10tl MASONRY NAIL m ADDITIONAL METAL i6' O/C STAGGERED. ADDITIONAL METAL � 0. R CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO O 8" CMU WALL N UPLIFT IS PRESENT. UPLIFT IS PRESENT. o ? POURED LINTEL CONT. TYP. W SLAB SCHEDULE 8"CMU FILLED CELL (TYP.))SEE TOP OF SLAB ; SLAB SCHEDULE 2XWALLFRAMING WITO.C. 0'-0"SEE TOP OF SLAB .' SEE SLAB SCHEDULE 1/1'DIA. SIMPSON STB2 BOLTS B' ,'e +_MINIMUM EMBEDMENT INTO TOP OF SLAB 'ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND 4 iCENTERED UNDER WALL AND VERTICALLY MAX •'� POURED MONOLITHICALLY WITH • FOUNDATION AND SLAB ,� a• • SEE SCHEDULE SEE SCHEDULE FOR VVxD, R SIZE EQ. EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE y/AND BAR QUANTITY FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO $ INT)ERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL 9 BDALE:3/4"=,'�' (NO UPLIFT) 10 FOOTING AND COL. PAD SCALE:3/4"=1'-0" �� BLOCK WALL CONNECTION 1 1 SCALE: 3/4'T-T LE:3'4"=T- (NO UPLIFT) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX 407.7744078 www.abdeslgngroup.com I` AA M. 0003325 ID Q y 6 eUnDrv. ee LOT: ABBOTT PARK LOT #19 BLK• #7 Pito"T 04181.00 -19071 UODZU 4EBB "1828-CAlf UARAGE BWEN - RIGHT PAGES: DETAILS 160 MPH EXP. C AA NO Itmmm Dw5/08/21 BCArX: 1/4"=1'-0" Bloc= St. IA TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK -GROUTED BOND BEAM w Is CL d p �. CLEAN OUT REQUIRED Q FOR INSPECTION -PI I 0'-0" FIN. FUR . .a '. ;•a ! TIE ERTICALRESAR . 'A • TO HORIZONTAL REBAR W/ 10' HOOK _77— Z w U M#74z,] HORIZONTAUVERTICAL REINFORCING EXT. PORCH SLAB W/ 1f7' ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z � STEEL REINFORCING IN GROUTED 0 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS C W IL IL �O 2C 8" CMU WALL 0 SEE SLAB SCHEDULE 6" CHAMFER (2STORY) Z MATCH STEEL f REINFORCEMENT iv PER SCHEDULE ~ SEE SCHEDULE FOR W%D, BAR SIZE AND BAR QUANTITY i ur Vr aive : 4' IVY VY JLAtl - zw 4' BAR SIZE 48 BAR DIA. O a : e • ' •4 a' #3 18" �U �t • 4 #4 24" e• #5 30" S' PVC CHASE THRU FOOTING #7 47 MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" #5 BARS 1 io ® 010 cc Ell CMU UNIT DIMENSIONS �p ARE NOMINAL SIZES © MASONRY SYMBOLS 3 SCALE: 3X'=1'-0" 1441 N. RONALD REAGAN BLVD.I LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407.7744078 www.abdeslgagrou p.eom AA .003325 J 6 y C 7r�rD 6 iTC Q C exam as LOT: ABBOTT PARK LOT #19 BLK. #7 0441181007-19071 MOOR r 4EBB "1828-CAIJ GARAG30 i91 OFG: RIGHT PAGM DETAILS 160 MPH EXA C D � 5/08/21 ecwta: 1/4"=1'-0" Nice= S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1Z HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE MMZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM 18.01. = BOTTOM OF LINTEL/ T.O.A. =TOP OF ARCH I 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 to (pal) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 1 3000 1 Sx8 1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES C }} ®% 3 } �% }} % }I % F} M �% }'�} may} 1 E � � I� >i 3 � � Q LL � 4 6 NO, PROVIDE BBi WHERE 1 ROOF TRUSSES BEAR, TOP $ OF WALL EL. 8'-0", UNO. i )) i e � % �� i}} f ♦} pM q 1T }} } !f 8 }} y-q•• } ! O } S %% 8RF6-lT/OM/OB 8F16-lT/OMi0B 09999= 4# 8F16 MIN: lT/0M/1B 17'-4" BTM. OF LINTEL (M T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" - l'-O" 44 WAAM • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdestgngroup.com AA B: 0003325 1 F ' S C 6 #5 CORNER BAR W/ W' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP. 9k6' 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1#5 2IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL I ��\\A � PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �e ,\�O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 1#5 AS DEPICTED HEREIN. 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. TYR 8'k16' �p S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ^ O� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL 8„ 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.-- / Pg.`' - Ff�P� Bx16 DBL. BOND IQPF BEAM W/(1)#6 BAR BOND BEAM \O EACH COURSE • �OQ�Gr\\�G 8(BOND AM #5 BAR TOP OF `: BOND BEAMF = FILLED W/GROUT30" I .Y\O U =UNFILLED GROUT SOLID FRTONOMINAL LINTEL TO TOP OOFOPENINGWIDTH # OF #TS, IN 2ND BOND BEAM, IF FILLED ��j// /BEAM COURSE SEE NOTE 5 W/IREFER, 16-1 T/11Y1/ B LINTEL -CAST C5 BAR NOMINAL — LENGTH OF BAR MASONRY HEIGHT ER'S INTENTBOF#5'S,TOP OPENING-7'THAT OR XFXXS THIS N�T/EM/oB IND CATESADDUBLE BOND BEAMD BEAM COURSE #OF #5'S, BOTTOM 8x8 PRE -CAST CBEAM DESEGNATION ANDXFXX-1TNMMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEIT IS THIS ENGINEER'61NTENiTO PLAN FOR LOT p AND XUXX - iTfi M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-MOMS INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL PRECAST HEADER(MIN) 2"(MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1.114" EMBEDMENT .31kT' 2x6(MIN 2 X 3) 23/,6 TAPCON PRE -CAST .4 � OR DRIVE PIN (MIN SHANK WINDOW SILL g SIZE.115 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 6' SLOPE FROM EACH END AND 16' 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 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114' MIN. 2-12d PER BLK. EA. END EMBEDMENT T/SHEATHING TYPICAL MASONRY WINDOW CMUWWALALL SILL CONSTRUCTION ARCHWAY FRAMING DETAILS r SINGLE #5 CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM SCALE: 3/a'�r-0" .1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX:407.774.4078 www.abdealgngroup.com AA #: 0003325 1 SWf aj ai W y 4 a � rb E ID 6 stmDrv. & LOT ABBOTT PARK LOT #19 BLK #7 PROJW 04181.007-19071 molDzu 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1IZ" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/7' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36.177" ° x 2 7/8" LONG, WITH WASHER (o 16" O.C. 11, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. Tmm MANUFACTURER / ENr3wmm NOTES: 1, ROOF GR OERS W/ UPLIFT IN EXCESS OF Z500 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 S" FROM THE CENTER OF THE COLUMN. O 1A 3.1 1A 3.1 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE / NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON /J NAILS 8 SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. y✓� U U CJ1 CJ3 CJ5 -u - —71--x-- EJ n 11 A A M A p ATTACH �4'-0"LONGSCABTO u TRUSS WI 10d NAILS 06"O.C. 0 u IIIu 14" FROM EA. END) � I■ t 'i azm u u 1-x7 u u a { A14G � ■aegis aa�a exaa®ata�s �s� : anti � a�aeve�aam�:� eaaa�:�a�ma�a ®vaem�anaaaae: a i 1 y l I 3 I I a®a�mama�asao�aa®a�a�a �aaamae mz�a®�aaoaasmma�a �s I I I I I azamaaaamea.e�aQ a m:n�:�a:s naQaeaza a:� I I I I I I a6m�-9aax�eaameva: !� �6 I I I m l I I K Q � ■asa ■a■■■s�a■■�aaaasa ■:■ W s�saa�.� aae_s�aam■■s■� a l I I I I I i :sa aaomaaas�aemsaa�as�saamava-xa®as:�zasaaaa:a�esaaaaaa� I I I I I I �sa�meav�aa®�a®as�zs�ae>ama aza�aaa��am:aaemzm�i iaa�aaa�q I I I I I I maee: m� z a®m aam� a amp a e aaaa a aams aa4am avz�s ap.sa a:�.. aam�.a� mamma aaaaka� I I I I I I � a a rias s ses aaase a mseae a a ■a■ms ■ n aaaa: a s 22"x54" o I ATTIC I a_. .gym a .a■a�a� L_ACCESSSS .�. I I I I I I 1 .a.. I ■ I aa� I ate. I .,� 1 a®mom �it ��a .a�r.� .ram■ a�N .■�. y�J Ell Al mmaaa:a — a :aaa�a .z:a 1A m — — to ' `9!� 1 3.1 aa■em ■ 3.1 1 ms�1na1 A15 1GE FRAMING PLAN SCALE: 1/4" = 1'-0" d N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 F ABBOTT PARK LOT #19 BLK #7 Pltoj=T 04181.000-19071 MODEL: 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNVALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{t)SI N A16 U R H # 1100 UPLIFT SIMPSON (9) tOd x 1 �"' NAILS TO TRUSS PLYWOOD SHEATHING, SEE 1 () SIMPSON HETA16 HTSM20 W/1010d TO B{2) SIMPSON HETA18 TRUSS ANCHOR WITH ' ROOFNJAUJFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #27' x 4", TRU6S AND (4) 1/4" x 2114" SHEATHING x 1, NAILS TO TRUSS x 1 MAY BE ADDED NAILS TO 8", 8" x 4'-0NAILS, To TITEN 2 ANCHORS TO FASTENER SCHEDULE' DB STRAP, DBL STRAP, 1 EACH SIDE WRAPS UP AND GI DE R GIRDER. PROVIDE 5" W/ tOd NAILS, 2 ROWS, 3" LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{l) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #27' x 4, EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) '10tl z 3 }" NAILS TO GIRDER AND 6", W x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES WITH (12)16d x 3+f' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL 110 10 "x ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A{1) SIMPSON LGT3�SDS75 GIRDER TIEDOWN )1/4" x 2TO 21/4" TITEN 2 TRUSS AND HOR$ TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) SIDS CONT POUREDL INTo TEL SEE ARCHITECTURAL }' x 2 }' TO GIRDER 2x SECURED W/ (3) tSd GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES 0 24" O/C, 2x WOOD FASCIA (2) f' x 5" TITEN HD TO CMU AND (18) SIDS �' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER SE SEE ARCHITECTURAL 1, O/C FOR REVIEW C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/(3) i6d AND APPROVAL GALV. COMMON NAIL6. (2) �" x 5'TITEN HD TO CMU AND (18) SOS *'x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN, 8 ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 7' COVER & 7' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE r1 TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR a 1b 1c 3""=''-0' TYPICAL ROOF GIRDER CONNECTOR(S) SCALE: 2a 2b 2c S ALE:34"=1'-0' SCALE: 3/4'=1'-0 GIRDER CONNECTORS) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN LSTA12 20 GAUGE BRACE W/ (3)12d 0 EA. TRUSSES WHERE W/ 10dx1/2 HOG NAILS TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 0 EACH END. TOTAL OF 10 COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING 0'-0" TO 30'-0" (11"X" BRACE SEAMS) FLOOR 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2z PT. PLATE GIRDER 6'-0" MAX (W/1X4) (1) "X" BRACE 0 CENTER TO BLK W/ 12" DIA. 10--0" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' ,9R T K FROM CENTER TO END. WASHER SET IN HIGH PER E VATION 2x WOOD FASCIA STRENGTH EPDXY 6" tx4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 37' OC PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE MAX. PRE-ENG GABLE TRUSS PECP�TGABLE g 8 GYPSUM BOARD OR 1Y7' HIGH STRENGTH CLG, BOARD PLAN FOR LOCATION MAY NOT BE ,� STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) 7> iv � a F REQUIRED SECURED W/ TRUSS ENG) CONT. 2x4 16d TOENAILS (2) 10d% C EACH TRUSS TO BE INSTALLED 0? DOUBLE TOP PLATE H774 W/ SIB" A.B. WITH BTM. CHORD OF 101-0" O.C. MAX. MIN. 7'EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18)16d x 2x4 OR 2x6 WOOD BEARING 2-1/7' NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM REQ. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/7' GYP. VJL BD. • • 114 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER • •' • MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF ., :. • . a >t 101-0" 0/C W/(2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD MAIN wrERsecnoNTYP. BTM. CHORD BRACING LOCK WALL W/ GABLE END - (D--RRE-ENG'D GIRDER/WOOD POST CONNECTIONS SCALE: 3/4"=1'-fY' SCALE: 3/4"=l'-0" TRUSS •,�' S SCALE:3/4"=T- a+.• K—,-"\FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE '* SCALE:W11'=''-a' (NO UPLIFT) NOTCH DEPTH I/4•D OLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE OLE 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 (F1 AND F2) LOAD CAPACITIES OLE EDGE >516' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5•D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS SCALE: 3/4"=1'-0" i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: OW3326 L EUDDIV. 8. LOT ABBOTT PARK LOT #19 BLK #7 PROAMT# 04181.000-19071 MODEL: 4EBB "1828—CALI" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH EXP. C htj VTCR SPACING (1) AT EACH END 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA 4'-C' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) W' BRACE 30'-V TO 60'-0 (3)'W BRACE PRE-ENG GABLE TRUSS (1)'0P BRACE 0 CENTER PC�1 1 i (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) \ 0I PLYWOOD SHEATHING, SEE "ROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR \ DETAIL FOR STRAPPING INFO. SIDE VIEW ix2,2x WOODFASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17,Ole AND APPROVAL SECURED W/(2)12d'sQMASONRY PRE-ENGINEERED ND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE ABLE END PRE-ENG'D TRUSS o SCALE: N.T.S. W/ HIP RETURN SCALE:3/4"=1'-0 PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ® 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 216 PT. PLATE TO BLK W/TRUSS PLAN W/ V7DIA. ANCHOR BOLT W/7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's S' O.C. MAX CONC.POURED LINTEL COURSE CONT, 2x4 SECURED W/ (2) iOds 0 EACH TRUSS TO BE INSTALLED 0 101-V O.C. MAX. GABLE END BRACING W/ PRE-ENG o GABLE TRUSS @ CMU WALL O SCALE: 341'-0" 1 N. RONALD REAGAN BLVD, LONG WOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.coIn AA M: 0003325 A 1 � r I lot C BLUM M. & X.021 ABBOTT PARK LOT #19 BLK. #7 PROJECT 04181.006-190 1 MODEL: 4EBB "1828—CALI" GARAGE !' WMG: RIGHT PAGE DETAILS 160 MPH EXP. C ALA NO Dw5/06/21 SCALE: 1/4"=1'-0" 8I'1RET S3.1B E , OPBLE-ENO ��� NIP ROOF IF - ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-15 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.60 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT. +/- 0.18 ROWDMRaMaY FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TLE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS ®4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4 OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK 21/2' 0.131 F1667 S 170,000 (RI6-20 RINGS RSRS-03 8d RING SHANK, 23/8" DAIS SCREW SHANK PER INCH) RSRS RSRS4)1 8d RINGSHANK, PNEUMATIC 23/6' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 10 CDX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS ATV* O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ZONE 1: tOd NAILS 0 4" O.C. ONE DGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 1Dd NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS Q 4" O.C. .. TOP & BOTTOM EDGES .- a IN ICK VK IKUJJ ROOF SHEATHING �.--_milmIt' I I U BUILDING LENGTH r ROOF SHEATHING LAYOUT AND ENDWALLBRACING FOCI' GABLE END FRAMING �'i GABLES -DROP GABLE END & (1) ADO'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'O.C. IF NO DROPPED GABLE END, ATTACH ZK4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE rn ZW Z cc10 0 W C 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" oTABLE FOR FIELD SPACING K 8 a W $ �i #82' DECK SCREWS Off'-WO.C. MAX@ EQGES & 12" O.C. MM IN FIELD. UNTHREADED Y SHANK TO EXTEND BEYOND THICKNESS OF oOO SUB -FLOOR SHEATHING TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS HOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 761 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. IN CONCRETE SHALL CONFORM TO PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER SHALL BE Mr. V NGN-BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Y4. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-MIL CONRNUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLPB3.ONGROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 025 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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 AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %* OF HEARTWOOD. EXC " MOM FROM TNESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP 92. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS VVM MESI'I� WEUDWELDED AT AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GWS OR TIE470WI43. WIRE MESH, SWILL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOO THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND 317E PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE 6UPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. ' TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND -GRADE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REDUK)RCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SWILL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A81SA615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MSKM LOAM W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE MATH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTED-WOODN: TRUSS CONSTRUCTION:, AND SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 4D paf AND VERTICAL BARS SHALL LAP 6. BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE_CONNECTED psf TOP CHORD +lonconcurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR - 36' WOOD TRUSSES, 10 psf BTM CHORD-nanconcunent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 86: 1990, 15 pot TOP CHORD 20 psf TOP CHORD (7 pef d ASPHALT SHINGLES) (10 pef w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SWILL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST W ND UPLIFT. 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pet WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WINO: DEAD LOAD MPH 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 SEARING (ASCE 7-18 FBCSPER20180 SUSECONDC,RI EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BLE ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, BALCONIES (EXTERIOR) 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 TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WI WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL TRUSS VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30pd,, 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. 8" WAVWNG REVEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRU CTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI, BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ANDRUSETCLADDING WAND 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 ALL TRUSS TO TRUSS CONNECTIONS. REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH E(CON-TRACTEWEER WI IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM Cd78, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW WM PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psF, FOOTING TYPE N" OR "W MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF A' LEAST 95%OF THE PROPORTIONED AND MIXED A9 OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS ON MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. SHALL BE THICK UNLESS OTHERW SE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE TILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTEO AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAS-ONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGrH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MXINC, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNLRrES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, 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 REBARSHAUL BE AS FOLLOINS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): 8, FOR CONCRETE EXPOSED TO EARTH AND10R WEATHER: i,U2' FCR 05 AND SMALLER Y FGR 06 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4-FOR SLABS, WALLS AND JOISTS 1-IfT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPEGFICATtONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 36 kv FOR ANGLES PLATES L AND V"HAPES. STRUCTURAL TUBING SHAM BE ASTM A500lASOOM GRADE B F = 46 ksi. STRUCTURAL PIPE SHALL E ASTM A53/A53M GRADE TYPE E R F = y B DE B, E O S, y 35 kE. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUCATKM SIZE TYPE aPA1NG REMMKB APPu_oH SITE TYPE SPAIND REMARK8 1.PTFWdtINGTO MASONRY/GONG. CWENKRDI4EDOal NNLI I/C lON3. GARAGEDOORaLOK TO MASONRY/GONG. 1l4"1A NO WASH TAPCON MASaAY fABTENER BaC 7EMBEO.,­0 ST. ZY'EIX3E 1ST. SOD,1 EKTDOORB -HAROENED-L 9"OTC WIWD.000RI FASTENED ._ED00R&ICK SIB"DIAOR 1 qA EXPNHION BOLT 1B'O�C (.A. ON 4"EMBED.4°END15T., 1. PT SEE NOTES NAIL 1112'LONG. 9TAGGERED INT0-SONRY-HC. TO ML90NRYIWNC. 2r aC"I ON 3"EDGE qST. WNDowaxx cnsE lNiUEHEOCgL sac WNDDWvm«u FA8T11ED METuB_. CONTACT THIS ENGINEER FOR SPACING 1. PTSEEHOTEB NAIL++m LGNG. sTAGGEREo Arno M4saxYKzx4c. MAsoNRYICGNc. REQUIREMENTS EXT.--DOOR D)3I18"gA TAPCON' IS- 111 EMBED, B'EN1 NONaEIMNG WOOD 1?° E%PANSION 4"EMBE�'El- 24" BL1K21PT.BEENOTED NO WA&IER FASTNER DISI I11 EDGE 1ST. WALL TO CONC. MAB W/WAeNER BOLT 1ST., 3'EDo .T. 24TWMIDOW&lIX 5,38°PAFR 2IR" YOIC 4"END. gaT.,t llC PT T08TE0. CQ., SEE ,NI WABtE13 STAGGERED EDGE MST. HOTES 11. 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. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILEDABOVE e. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE HAILED AND h MEMBERS ARE SECURED W/ TAPCON8 OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407.774.4078 www.abdosigngroup.com AA P.0003325 4b b m SLTBDIV. a L/OT: A BBOTT PARK LOT #19 BLK. #7 PnoimCT 04181.00 -19071 1gODmLc 4EBB "1828-CALL" awRwam awsrra: RIGHT PAGm: DETAILS 160 MPH EXP. C Dw� 5/OB/21 SCALD: 1/4"=1'-O" 8111 r S N1 Ah © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7O STAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS 1-*-MAX.8' A A ■■ A 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING r-TRUSS/JOI / BY OTHER EMB. ,,1X2 WOOD BATTEN 11 _l'-­ SOFFIT 1tD -J-CHANNEL Q DETAIL B FASCIA WOOD BOARD BY OTHERS 7OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL IOFFIT 10 HEM AND IN VALLEYS STAPLES INSTALLED( 12" O.C. MAX (INTO O QWOOD) IN J-CHANNEL SLOT 8" mAx 4o — J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 2X2 WOOD BATTEN @ 1Od NAIL AT EACH ,rSTAPLES INSTALLED 70 TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, Q7 STAPLES INSTALLED lr_ BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS �, MAX--c1Ic- DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT- 3Q J-CHANNEL---' 1- h l�rT A to a— TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SEE DETAIL 'A' - SOFFIT-`SEE OFFITSSEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL'D' EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL AND FASCIA END 0 11 1X2 WOOD BATTEN r2X2 WOOD BATTEN @/ O SOFFIT NSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT ® 8" MAX FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR VE WIDTH :)OF fERHANG) CONCRETE; CMU OR WOOD (NOTEA ) BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. UC I PNI L h 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 Ao 1441N.RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7i"078 FAX: 407-7744078 www.abdeaigngrou' m AA k: 0003326 z g _ a a b eLT=ry as LOT: ABBOTT PARK LOT #19 BLK. #7 PROJECT 04181.006-19071 acODZU 4EBB "1828—CALI" GARAGE DWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C RINT Dw5/OB/21 BCALE: 1/4"=1'-0" simcm SDI r� 2,1