The URL can be used to link to this page

Home My WebLink AboutBuilding Plans3. tr .y "� r, � �,v r„fiP, g 1'w ts' `�kJte'rttd; dw �.�i'$^':�✓°��,A .' n .`3�?`a'�''�' &� >s"'S'a°'�.%m, �m� x STATE. OF FLORIDA CERTIFIED BUILDING -CONTRACTOR DR HORTON °HOMES .. ., .. z.,,.. 14.30 CULVER ' DRIVE NE PALM BAY, FL 3290W?,)t TEL: (321) 733e-7092`' x; FAX 7W,7972 J44i zWsM �1 I Xs,r�• F ;.k `j ® STATE 1,& FLORIDA FI PROFESSIONAL ARCHITECT ,, ,1 MICHAEL C. ANDERSON ' AR . Not- 173,05 Ia A.B:°'DESIGN G OUPI LLC 2194 HWY AlA, SUITE 301 INDIAN 'HARBOUR BEACH, FL 32937 Tel; ('321) 802-3591 I7�f-T1ti4CT DOCUMENT THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT``"` r-THE CONSTRUCTION (AS DESCRIBED 'THIS �DRAWING'SIT),ARE UNCLEAR AND IN NEED OF FU$WER 1&A`JLING OR EXPLANATION IN ORDER TO BUI IIIS PROJECT BASED ON THIS DRAWING SEt CORRECT PROCEDURE IS FOR THE BUILDER 'T0' h sA WRITTEN R.P.I. (REQUEST FOR INFORMATION) '�Qi;H?,,,�ARCUITECT (R ENGINEER FOR CLARIFICATIIII AB DESIGN G at POND' TO ALL WRITTEN N RFI's IN WRITTEN/DRAAiI+i PORMS IN `A TIMELY ) MANNER. AB DESIGN d]§61]`P`TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. C1 -I r - A III. j Yl zj_i+, L4Tn¢ 2sus[maID das -,N ,r� 4 .b.:xi�PALa �_ 5-'-'Y 'me^.ssu .�Z+' la 2 x :4s, 3 s. IN061Ed0Wei I m m m IN F.11 • 1WRIDA BUR DING CODE, RESIDENTIAL, 6TH EDITION (2017) *AIL LOCAL AND STATE CODES .00CUPANCY — RESIDENTIAL, GROUP R3 • CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B •BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH *EXPOSURE — C el —STORY RESIDENCE — •2-STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES FT. CALC.'S LIVING GARAGE ENTRY LANAI IB28 SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 15i20.9 CU. FT. ABBREVIATIONS j REVISIONS ABV. ROVE LAV. LAVATORY DATE DESCRIPTION 01/26A8 CD'S ISSUED ABC ADJ. -URCONDITIONING ADJUSTABLE. LUM. M.C. LUMINOUS MEDICINE CABINET OIA5/18 -. — 2011 FBC UPDATE ALT ALTERNATE MFR. MANUFACTURER ... AMP AMPERAGE MIN. MINIMUM ------- --------- BD. :BOARD M.T. METAL THRESHOLD 01/16AS CD'S RE46WED CL CAB CENTERLINE CABINET - MTD. MTL. MOUNTED METAL 02121AB SIDING ELEVATIONS ADDED C LG CLR CONC. CPT, CEILING CLEAR CONCRETE .CARPET N.T.S. O.C. PL P.B. NOT TO SCALF ON CENTER PROPERTYLINE! PUSHBUTTON 03/26/18 CD'S RE -ISSUED 04ASAS FOOTING REVISION PER M. BOWES OW71118 - - ---- ----- CD'S W-16WED C T CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE - ---- DBL. DOUBLE PLYWD PLYWOOD 02/19/19 ADDED CURELESS FOOrER AT GARAGE DETAIL (FORT MYERS) D G DUAL GLAZED PR. PAIR DIA DIAMETER P.T. PRESSURE TREATED 02/22AS PLAN MAINTENANCE DIM DISP DIMENSION DISPOSAL R. RAD. RISER RADIUS 03/18A9: REVISED LINTEL SIZE AT FRONT ENTRY DOOR - 04/24AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL. 5ATSON (MELBA DP DR DEEP DOOR R.A.G. REF. RETURN AIR GRILL REFRIGERATOR 04/14A9 WISED HVAC VOLUMES ON SGFT CALC SCHEDULE (MELS.) " D S DOWNSPOUT RM. ROOM DTL DETAIL R.O. ROUGH OPENING ---- - 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.1A (ORE) ., x : D W DISHWASHER S.C. SOLID CORE EXT DR FA ELEV. EACH. ELEVATION - S.D. S.H. SMOKE DETECTOR SINGLE HUNG 06/21AS ADDED LED LIGHTS ® KITCHEN 4 5ATH PER MARK 50WES EQ. EXH EQUAL EXHAUST SET. SHTHG. SHEET SHEATHING 01A91I9 ADDED STONE OPTION ELEVATION G 4 D (TAMPA) _ OWIA9 ELEVATION SIDNG-ADDED LOUVER • GAME ROOF - EXT. FG'FX. EXTERIOR FIXED GLASS - SHWR. SIM. SHOWER SIMILAR 10/15119 ADDED OPT. W-O' CEILING HEIGHTS F G. FUEL GAS SL. SLIDING FIN. FINISH SL GL. SLIDING GLASS 01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS FLR. FLOOR STD. STANDARD FLUOR. FR.DR, FLUORESCENTS FRENCH DOOR SWS -.SHEAR WALE. SECTION 04/01/20 WISE ENKAVENT RADON PLAN DIMENSIONS GA A. FOOTING GAUGE TEMP. TFIIC. TEMPERED GLASS THICK 04/OWO OPT 8'-0' CLG. HGT.- ADDED LED LIGHT IN FOYER 04/OWO OPT. 8'-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF"ARCHWAY GAR DISP. G.F.I. GARBAGE DISPOSAL GROUND -FAULT CIRCUIT T.O.C. T.O.P.- TOP OF CURB TOP OF PLATE 05/06/201 ADDED ELEVATIONS 'L' 4 'M' (ORL) INTERRUPTER T.O.S. TOP OF SLAB GL GLASS TYP. TYPICAL 01/I5/20 ---- ------ --- ADDED ELEVATIONS 'MG'-'MH'-.'MS' (ORL) GYP BD. GYPSUM BOARD U.N.O. UNLESS NOTED"' � H B HOSE, BIB OTHERWISE H.C.HOLLOW CORE V.P. VAPORPROOF HDR HEADER W WASHER _ HGT OR HT HEIGHT W/ WITH INSUL INSULATION WO. WOOD - INT. INTERIOR WDW. WINDOW.. W/H WATER HEA rER W.I. WROUGHT IRON ...-_._. ....... ---- — d— r ARCHITECTURAL SHEET # DESCRIPTION PG CI —COVER SHEET PG GN— GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—MECHANICAL PLAN PG D1-DETAILS PG D2—DETAILS PG WAl —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA6=WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG S1—FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG ` S2-LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.1A-DETAILS PG S3.1B—DETAILS PG S3.1 C—DETAILS PG SNI —DETAILS DESCRIPTION' Z_oi6�s Ramwed for Code Compliance Unwereairs� ngmeennpngme•nnp 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com a AA #: 0003325 f d.F V W =� O V y W pi q i f=I tr U i I CREEKSIDE p PHASE 2 LOT #37 ROJECT# 4321.200 l/037R1 M0313EL: 4EBB I "1828—CALI" �,C-," LRAGE SWING: IM RIGHT 3 PAGE: Ew COVER SHEET �I u 1,RC MPH { STATE OF FLORIDA P AUG 18 2020 MICHAEL C. AN ERSON ,tea 's DATE: SCALE: 1/4"=1'-0" 0 SHEET c1 GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 6th EDITION, (2017) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 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 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBOR!NE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3; SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yz THE HORIZONTAL D18TANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYER THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODE. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUTWRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.' GARAGES AND CARPORTS 11. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1c OPENINGS FROM A PRIVATE GARAGE G DIRECTLY C INTO A ROOM USED FOR SLEEPING BETWEEN THE GARAGE AND RESIDENCE HALL BEEQUIPPED WITH PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BE G GS SOLID WOOD DOORS NOT LESS THAN 1 3/8 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 NC T LESS THAN 1/2 -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 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''/z-INCH GYPSUM BOARD OR EQUIVALENT. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING AND ZONING CODES. IF CONSTRUCTED IN A FLOOD ZONE, SOIL CONDITIONS MUST BE MODIFIED TO PLACE THE FINISHED FLOOR ELEVATION MIN V-0" ABOVE THE BFE PER FLORIDA BUILDING CODE. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS S 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'/=" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. �i 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK„ WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-15AAND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR' SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ,4 ;: l a Lu FA ua I� w W r w 1 , fy g w e , Rtil q 17 ,I I �a rl IA I, >V vi V V=TA-0> .. # SUBDIV. & LOT CREEKSIDE PHASE 2 !: LOT #37 r` T-• F PROJECT# 4321.200/037R1 I (� MODEr. II 4EBB "1828-CALI" C�1 a ,RAGE OWMZi { RIGHT �AVlLI: F, i GENERAL NOTES Ea III 160 MPH 1EXP. D i.l I w� ARCHITECTS f STATE OF FLORIDA I I; J J OCT 2 7 2020 MICHAEL C. ANDERSON R' r E O AR IN 17305 I Xry2� I PRINT OS 15 20 D �"gym / / SCALE: 1/4"=1'-0" ;. R Reviewed for Coop SHEET Compliance Universal Engineenn+ i Sciences I GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW SPEED TOPOGRAPHIC DESIGN WEATHERING° FROST LINE TERMITE° DESIGN UNDERTLAYMENT HAZARDS ® FREEZINCs INDEX ANUA TEMP. LOAD (MPH) EFFEGTSk CATAGORY.DEPTH`' TEMP' REQUIRED'' NA 160 G NA NEGLIGABLE NA VERY HEAVY 42 NA SEE SURVEY1 NA I NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.13A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302JO.1 THROUGH FBC R302.105 all I1 0r 28'-811 1-411 9' 6" 15 -1 3'-4' ® (2) 3052-SH (2) 30 2-SH EGRESS F----------- a i �oW;2gsi LIVI ROOM , 2 \ F 5 $... GABLE ROOF 6 z 10' W-W CLG Vllb' CLG m „ A.�,.. ,<r = a 101Ou 1-0 { � r 6068 SLsD. Tiv l - - - - - o BEDROOM #1 r i. ROOM B 2X0 el CLG Ej AI d it � CV 4'_4�, 6�_6I1' " -108� 0�� }sr Si in9 ti�at>.a,i ins J>.. 6 I1" C. FIGURE R309,2(7) V �� COMPONENT AND CLADDING PRESSURE ZONES �fill - `/',� 8 j - - - -- LJ " 11p,8 BATH #1 0 I b36 ji W Ll V-8' CLG' Q ___ ____ 8's'u.G --i C V �� SHWR PAN �.'x I W/ ENCL 131 Oil ii 2'_8" = b24 SINK IR-1SH S sb36 0 rn a� ,n in v III I i -- A �, 0 p�r�y�p�� I r--n II , MUM I rT—n 1 I — AI g'_g' LAWRY 1 1 A n IR-ISH I 1 L�111 I 2-8 cv 2 a, -IV CLCL.: i �� _ul 11 1 B 8 _ 2 -4" 6 --- � RANGE b36 . PAN. '-8' CLG. —Q AI i ii I e 3-SH v. Al ��'°a-y I BEDROOM#4/ HN g _Ia, Cl G I, N�III , u ill-Oil�� 2' 8 3 -6 m3 -411 4 ill -all e FLOOR PLAN V 1n I I �d+ ry ❑ SCALE: 1/4' = 1'-0' M w -, I I� B O� 2 © r IAI LIQ -2--8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID SDOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. B-1 S CLC ��e i i I /\ I R AI M VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. •8 —�--� = OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 3'-4' 6'-8" 3'-8" MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT 0 O LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. z'x5-� 24° I ATTIC I -EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY L ACCESS J DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED. C. ® I' OND -REFER TO BUCKING DETAILS FOR BUCKING ANp RO NOTES. FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED LAV. 11 0 = GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION BI I R VALUE OF R-13. I BOLLARD cU l� #2 �'8 I I ar AS REQ. CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED BATHE CE I I I � PER BLDG. SPACE. CODE FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE V.,,v) GARAGEPROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR _ _ G. B,-8, � CLOSEST ALLOWABLE SOFTWARE TOLERANCES. -`r V• -OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET. I BEDROOM306s V-8' CLG. 0 (2) 3052-5H EGRESS ry` °? SS M�, w 36'X12' TRANS. ENTRY 8'-8' CLG — I^ o --------- -----------E111 I— 2' 10'-2 3'-10' 6' 14'-0 " 4' -4" -4 U-VALUEAND SHCG ARE INFORMATION PROVIDED BY THE MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICATIONS SQ.FT. CALC. S LIVING GARAGE ENTRY LANAI 1828 SQ. FT. 430 SQ. FT. 16 SQ. FT. 88 SQ. FT. TOTAL 2362 SQ. FT. A/c VOLUME 15120.5 CU. FT. 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH; FLORIDA 3293 PH: 321-802-3591 COMPOMW AND CLADDING WIND LOADS www.abdesigngroup.com SAW WIND EPOSIM FOR 3 SECOND GUSB AA #: 000332$ OPEWM SQUARE ZONE 160 WH WIND NO RENARCSrq AND TYPE FOOTAGE � W MIN. WINDOW 10 5 34/-45 CRITERIA wING 21 5 32/-42 EXTERIOR SW DR. MIN. CRITERIA w MIN. �2 5 30/-3-1 CRITERIA i4 CRITERIA 0 d 8070 O.H.D.5b 5 32.5/-38� a rj co P, 160"10 O.H.D. 112 5 30.9/-34.4 q .4 -m�vcoa. SOFFIT N/A h 5 31b/-38.8 , A ROOF TILE N/A 3 -5829 APPLICABLE F , 160 (Vult) INTERNAL BASIC WIND SPEED MPH PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, ,. EXP.=C, MEAN ROOF HT. = 15l lA PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 0312QM DBL. TOP y PLATE I B m I` w d BAR DETAIL i 7 ARCH DTL. Rwiewe IZ Code tMlversel Eny,r,eerinp XMDIV. ea LOT CREEKSIDE PHASE 2 LOT #37 PROJECT# r 4321.200 037R1 fi Ddoi 4EBB' ; "1828—CALI" GARAGE SWING - RIGHT .:PAGE: FLOOR PLAN I� 60 MPH EXP. DDj ]DATE: * 08/15/20"m SCALE: 1/4"-1"T r. SKEET Al WA SHINGLE ROOF FYPON 5KT11X11 OR EQUIVALENT EQ. EQUAL TO CONTROL JOINT (T''F.) EQ. I _ EQUAL TO CONTROL JOINT (TYt=.) --------------- EQ. EQ. DECORATIVE Him m� IIISHUTTERS I EQUIVALENTOR 'A IIII ■■ ■■IIII � � ICI I� BAND �_ IIII ■■ ■■IIII __ i■■I I� 8'-8" BRCz. I�CzT. �_011 0'-0" FIN. FLR. 01-0" FIN FRONT ELEVATION SCALE: 1/4 = F-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F5CR R103.4 1�6 OFF RIDGE VENT oV-19'-0" BLDG. HGT. FYF'ON LV12X24 OR EQUIVALENT 81-8" 5RC. NGzT. -OFT. COACH LIGHT 0'-0" -IN. FLR. OFF RIDGE VENT 1[::]D 4$ A TY}D. I I r I I 0' 0" FIN. FL ��'k---- — - — - — - ---------- RIGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT -_-) - s - --T LEFT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 'DEAR ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH I-+ T. 01-011 FIN. FLR. 8'-8" BRC-f. HCsT. ,I.011 0'-011 FIN YLR. 1- 811 SRC. I4GT. 4B A I I II --0FIN. FLR. 2' I �I I I I_ I I c0 a I I I DECO. DTL. MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 8.17 SQ. FT. 8.17 = 1176 SO. IN. MIN._ REQUIRED VENTILATION = 4X 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ, IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (netfree area) TOTAL#bFVENTS REQUIRED = 3.41 TOTALtt0FVENTSPROVIDED = 4 SOFFITVENTILATION AREA 7 SQ. IN, PER LINEAR FT (net free area) LINEAR FEETOF SOFFIT REQUIRI 67 7n Reviewed for Code ED Compliance Unlvetsal Engineenng Saerwas 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W w 0 F 0. W 4 F a SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #37 PROJECT# 4321.200 037R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELEVATION 1) T„ 160 MPH EXP. D 1p ARCHITECT. STATE OF FLORIDA MICA EL VI'LERSON AR NO 17305 PRINT 08 15 20 ]DATE:/ / SCALE: 1/4"=1' — 0" SHEET A2 D m ELECTRICAL LEGEND SYMM13OL DEFINITION NOTES —{-1 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET OF WIRED TO SWITC44ITGFI T GFI I10V OUTLET AULI INTERUPIER (TAMPER INTERUEcuimT R (TAMAWD ER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION UP Exr. WAGIRCUND �� AULT GFI OUTLET INTERRUPT R SWITCH SWITCH 3-WAY OPER �P4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT © .LED CLG LIGHT O VP LED VAPOR PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN eVENT. FAN I CFM PER SQ. FT. VENT. FAN 1 CFM PER SQ. FT. W/LIGHT VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 41X2' FLUORESCENT 2-5ULB WRAP ® LIGHT AROUND (RECESSED) FLUORESCENT 2-5ULB WRAP ® LIGHT AROUND (SURFACE MNTJ /---'-� Y FLUORESCENT 4'FLUORESCENT 4' TRACK LIGHT o ; 0 PANEL METER OiBATT.BACK-UP SD.SMOKE DETECTOR Wl HARDWIRE WALL MOUNTED BATT, BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE BATT BACK-UP W/ $/GO CARBON MONOXIDEi BI'IOIGE DETECTOR HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE COMBO OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WH WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING O 0UND. DlscorNE ON T44AHU 1SHEET TV TELEVISION JACK CEILING BOX REQUIRE O TO BE SUPPORTED IN ACCORDANCE W/ BOX J.BOX MARKED AS SUCH FOR INSPECTION CEILING BOX 11EQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 241 INCANDESCENT nnn•4 LIGHT STRIP nnnnnn 36' INCANDESCENT o LIGHT STRIP none 46' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD P.B. PUSH-BUTTON FOR CHIMES �--� USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011) 4 NEC 210.12 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIDO13 FBCR 6TH EDITION (2l • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-I1NTERMIOTE1R PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6T4 ED (201-1). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15'6 OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER pRr ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011 6ibt EDITION R404J �— ----LANAI --- CEILING— MTD. LIGHT C`, %� LIVING ROOM TO BE I ` 'FIREAUIRED INSTALLED, I .` CLG FAN BDRM. 1 Pik-U11RED` ' J-BOX FOR I 1\ UP CLG FAN OPT. FAN I \ GFI PRE-IUIRED DINING CLG FAN ROOM I I I SD. ISE \ 1 -- \ SWITCHL ° CABINET / i — — — — — — // I Gr � _ ____ I '—I --d GFI / L_ ___I_ L GFI I W.I.C.\\ BBATH 1 OPT I \ \ — ® II I II / SINK DW I OUTLET �( I I I FOR DU1 KITCHEN GFI LAUN., 11 I — — — — — — PAN�—� �'f \ RANGE I `� M �I GFI 0 GFI / 1 iQQ II I BDRM. �4/ -- DE t l \ 01 10 El HOOD UJIRE W/ OUTLET FOR U FUTURE MICRO I I I I 5/GO D �` ,� II O PRE-LUIRED :. I I / CLG FAN BDRM. 3 PRE-LUIRED CLG FAN \ I -- GFI GFI H\ S�I 44'AFF. 44'AFF.{ • I P.S. FOR G 1 r----- POOR � tLUA:LL IL--JBOLLARp LAS i MOUNTED PER SLDG. \\ LIGHT UYSUIITCH IN CODE p BATH—#2 I i i® I \ ATTIC I IS/CO \\ \3:� 8 CLG. / CO KEYLESS OUTLET z BDRM. 2 F FlxtUl Q JI OYE / IRRIGATION �`, ,7 ✓ OUTLET 19 A", \ \ 48' A.F.F. GFI GARAGE 0 CLG FAN I i \ ILJI — — - - lUl ----------------— OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1'-0' A METER FIELD VERIFY LOC. W P Panel MAIN - A PANEL: 8115 kvp crt breaker VOLTAGE: 1201240 V -1 PIT MAIN 1bUAmp M.C.B FEEDER 3-#1 Cu THWN 1 #6Cu (G) in 112 C. OR 3 #2/0 AL THWN & 1 #6 Cu (G) in 1 12" C. Wire Pole Bkr Description Watts. Circuit Circuit Watts' Description Bkr Pole Wire #12. 1 20 Exterior Receptacle GF:I. for TUG 1200 1 Ispace #12 2 20 Irngatico Pump 1000 3 4 Space 5 6 5304 A/C C-U.-1 35. 2 #8 Space 7 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 150 Amp M.L O. FEEDER: 341 Cu THWN & 1-46 Cu (G) in 1 1J2" C OR 342/0 AL THWN & 1-96 Cu (G) In 1 1tY' C. .Wire Pole Bkr Description Watts Circuit .Circuit. Wafts Description Bkr Pole Wire #12 1 ^0 Small Appliance 15W 1 2 8000 Range W 2 #6 #12 1 20 Microwave:I Hood GFI 1800 3 4. #12 t 20 Small Appliance 15U7 5 6 4500 Water Heater 25. 2 #10 #12 1. 20 Refrigerator 1500 7 8 #12 1 20 Lining Room Lights and Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Rath #2 GFI Receptacles '1200 11 12 1500 Dishwasher GFI. 20. 1 #12 #14 #14 1 1 15 15: Foyer/Hail Bed #2 & #3/ Bath #2. Lights AFCI Limng Room Lanai Lights AFCI 900 900 13 15 14 16 5000 Dryer GFI 30. 2 #10 #14 1. 15 Kitchen and Pantry Lights & Rcpfs AFCI. 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & CIO AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1. 20 Laundry 1 Bed #4 / Der AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Bedroom #1 AFCI 15 1 #14 Space 25 26 900 Bathroom #1 AFCI. 15. 1 #14 Space 27 28 900 Irxtencr Lights and Recept GFI. 15 1 #14 Space. 29 30 1000 litigation controls only 20 1 #12 Space. Space 32 34 36 Space SpaceSpace SpaceSpace E 38' Space #8 2 35 NCAHU-1 i Heater5 KVA. at 6o°Ad 5525 40' Space 42 Space Lind subject to demand factor calculations ! line 16000 27600 Load subject to demand factor calculations / line Demand Factor Calculations ABBREVIATIONS: AFCI•.. ARC FAULT CIRCUIT INTERRUPTER NC: NON COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER. Total Icad subject to demandfactcr 43600 First 10000 watts at 100-% 10000 Remaining watts at 40% Tctal A/C lead... - 13440 10829 LOAD CALCULATION 15 BASED ON.A/C .NON -COINCIDENT LOAD Trial Connected Load Watts 34269 Total Amps (,art, 1 240 dtsi.. 1428 I I I � I I I a I I I I � I LED LIGHTING C� DOUBLE LAV. BATH "1 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 618 EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHINIrHW.N UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE W PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING SINGLE LAV. e BATH V PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1.6 CU IN 2' CONDUIT OR 2/0 AL. SEA-1 (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG: COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE I50A/1P MGB TELEPHIOHB SERVICE ENTRANCE EOUIF7'RNT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 50 AMP 9/140 VOLT 1 PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EOUIPME3NT ScEngine S Reviewed for C Cornyil.r 1 04 CU SERVICE GROUND DONNE URee Enylne CONCRETE ENCASED FOOTER STEEL PER lenc;eg ELECTRICAL PROVISIONS OF THE FBCR 6tw EDITION (201). 5/e" DIA X S FT LONG COPPER CLAD GROUND ROD 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www. a bd esigngrou p.com AA #: 0003325 h w rn W U E O t 4 V m 4 F A ti 1 1 1 u • 1 1 1 1 1 1 1 SLTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #37 PROJECT* 4321.200 037R1 MODEL: 4EBB tt1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. D ARCHrrECT. STATE OF FLORIDA AUG 18 2020 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE: OS 15 20 SCALE: 1/4"=1•-0" SHEET EI I PLUMBING PLAN SCALE: 1/4 = V-O' iF T Mo (LE KITG-PEN SINK UJ/ AUTO VENT 1-1/2' VTR I I I (ALTERNATE RIC%HT) PLUMBING RISER DIAGRAM VAA.V. 2' g=wed for Code puanC ses Engvna8WQ s«.enceG 2194 H WY A1A. SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W tq W U W 0 h 0. U h W 4 F A svSDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #37 PROJECT* 4321.200 037R1 MODEL: 4EBB "1828-CALI" GARAGE S VfMG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. D ARCHITECT STATE OF FLORIDA AUG 10 2020 MICHAEL C. ANDERSON AR NO V305 PRINT DATE: OS 15 20 SCALE: 1/4"=1' — 0" SHEET pI R—VALUE SCHEDULE FLOOR SLAG ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED WD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILING UNDER ATTIC R-30 EQLIIF'MENT SGI-IEDULE 3.0 TONS MFG CARRIER C.U. 25N33C53&A,030• A.N.U. FX4DN(5,F)03-tL I-IE.AT 5 KW SEER 155 SEER TOTAL GAP 34800 ELECTRIC 208/230/IPW BRKR C.U.35 AALI35 REF LINES 3/4" E 3/8" MECHANICAL PLAN SCALE: 1/4 a P-0' ® ed for Reviewed Code Cord l ce Universal Engineering Sclencea F W rn C) UrA W ti- O F Q V h W O F A 1 1 1 ti 1 1 1 1 1 1 1 1 1 1 1 1 SUBMV. & LOT: CREEKSIDE PHASE 2 LOT #37 PROJECT# 4321.200 037R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. D rrcarri DATE: 08 1.5 20 SCALE: 1/4"=1'-0" SHEET ml PER FLR PLAN 1/2' CLG. 1/2' DRYWALL SECUFM BT. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O C. MAX 0'-0. FIN. FLR 2X4 TOP PLATE 166 2X4 WOOD STUDS ®24' O.G. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL SE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, INOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL (NON— BRIG. SCALE: 3/4' =1' -0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON �&' O.S.B. SHEATHING 5/8' GYPSUM Bc OR J' COX PLYWOOD OR 1/2' HIGH SECURED PER STRENGTH CLG. FASTENER SCHEDULE BOARD r_n DIA. SLEEVE, O NOT GUT EBAR IPE--1 BOND BEAM SOLID GROU1 W/ (1)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A�PIPE THROUGH BOND BEAM D1 SCALE: 3/4'=1'-0" P-ENG TRUSS \_SEE ENERGY CODE FORMS FOR' INSULATION R-VALUES REFERENCE STRUCTURAL MTL- DRIP EDGE LPER ELEVATION 2x FASCIA PER m . TYP. ELEVATIONS o-H. VENTED SOFFIT R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING Z___'� STRIPS ® 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' GMU CEMENT PLASTER APPLIED i 1/2, GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE 0'-0" FIN. FLR� IL d AV d W/ WINDOW OPENING FIBERGLASS SHINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON �6' O.SU3. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V-0' FIN. FLR. a A Q A c . d a B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4.12, A 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE: 3/4' = I' -O' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 \ `GAS LNE 1 i' PVC SLEEVE FOR GAS LNE e' CM in, GYP. ILL. BD. a. WOOD BASE .9. 4 28 GAS LINE THRU BLOCK D1 WALE: V2'.I'-V' FIBERGLASS SHINGLES OVER #30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON �6,' 0.5.5. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR L 8' CMU — 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIINECTLY TO MASONRY GALv. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV. STEEL APPROVAL REEL VERTICAL TRACK I' MII'L BY MAUF. SLIDE FASTENED TO TRACK BRACKETS ROOM W/ PRODUCT APPROVAL REQ. CORNER BEAD B' CMU BEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. IUD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL RECL SEALANT 4 BACKER ROD WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANOR) OVERHEAD DOOR BY OTHERS 3 GARAGE DOOR JAMBS D1 SCALE: 11/2"=1'-0" —2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS ® EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL OETAILS- -STIFFSACK AT ALL UPRIGHT,' PER STRUCTURAL DETAILS -PRE-ENG WD. TRUSS PER ELEVATION CONT. 2x RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERGY CODE FORMS FI INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD d Ad i a dA A d'a W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL lx2 P.T. FURRING STRIPS ra 24' O.C. 1/2' GYP. WL. BD. WOOD BASE a FIBERGLASS SHINGLES OVER SO FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON �C' O.S.S. SHEATHING OR COX PLYWOOD SECURED PER -O FASTENER SCHEDULE TYP. MTL. DRIP EDGE o.N. 2x FASCIA PER ELEVATIONS \ VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED r a . 2x P.T. SECURED PER STRUCTURAL DETAILS e B TYP. WALL SECTION NO OPENING 1—STORY GABLE BLOCK WALL SCALE: 3/4' = I' -0' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GMU 0'-0' FIN. FLR_ Note: WALL FENESTRATION FLASHING PER FBCR 103.4 - Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 111. All exterior fenestration products shall be sealed at the ,juncture with the building wall With a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM G1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid-applled membranes used as flashing in exterior walls shall comply with AAMA 114. the flashing shall extend to the surface of the exterior wall finish. Reviewed for Code Compsance Universal Engymering ID Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W h U w 0 F 0. v W 4 F A SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #37 PROJECT# 4321.200 037R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. D ARCHrrECT: STATE OF FLORIDA a EL Q C. ANDERSON AR NO T7305 J DATE 08/15/20 SCALE: 1/4"=1'-0" SHEET L) 1 TOP: 2X6 P.T. a CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MI?%L EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUTS R R 1 "SECURE 2x4 ONE' FLAT TO BLK no W/ MASONRY NAILS. SIDES: 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR R BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' 9 X 2' X 1/8' WASHER 4 NUT. (1) WITHIN 8' OF TOP, lU WITHIN 8' CIF THE BTM, (3) EVENLY SPACED. R R RI IRr NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 9 BUCK ATTACHMENT D SCALE, 1/21•1'-0' 8' CMU �' DRYWALL 1'X4' OR I'X2' P.T. NAILER lx4 P.T. OR %'X4' MIN. ❑ SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK ❑ W/ W(b' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING \`DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A SCALE: N.T.S. 2X4: = g� SECURE TO BLOCK W/ 716' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-%' TAPCONS(MIN. SANK SIZE .145 MIN. HEAD SIZi)�%0 MIN. EMBEDMENT 11449 — WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X8: cmm SECURE TO BLOCK W/2-3/fb' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH ENE) Y4 18' O.G. MAX SPACING. 8' CMU A" DRYWALL I'X4' OR I'X2' P.T. NAILER TDOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1 2" B SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ 3if6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END J NOTE: STRUCTURAL 2X 15' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6zm SECURED THROUGH SECURE TO BLOCK W/2-3/f6' NON-STRUCTURAL 3f6 TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8" CMU MIN. EMBEDMENT I Y4') ' DRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. OR I"X2' P.T. NAILEP ® 2X8: ElI'X4' SECURE TO BLOCK W/2-3/W xb' OSB. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1)/4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15 16" C SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/ 3iW6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X&cm SECURE TO BLOCK W/2-3/fG' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. 2X8azm SECURE TO BLOCK W/2-/I6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8" OF EACH END 4 IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL Wt, TAPCON MIN. I-Y4 EMBEDMENT INTO BLOCK- 8, CMU V DRYWALL I'X4' OR I'X2' P.T. NAILER rDOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOWNDOWJAMB TOOBLOCKBLOCK +221/44 D SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya") NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. 2X6 SECURED THROUGH SECURE TO BLOCK W/2-'NON-STRUCTURAL %' TAPCON MIN. 1-Y4' (MIN. T EMBEDMENT INTO BLOCK. N. SSHA NK SIZE .145 HA MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y49 1 ' DRYWALL WITHIN 8' OF EACH END 4 1'X4' OR 1'X2' P.T. NAILER 18' O.G. MAX SPACING. ❑ 2X8c� SECURE TO BLOCK W/2-3f6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO KLM JAM (DO NOT EXCEEP Yi ) DOOR JAMB TO BLOCK +T %1 WINDOW TO BLOCK +3" ' SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ WW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yd ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH ` SECURE TO BLOCK W/2-3�16' NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAPCON MIN. 144" .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)/4') 8 CMU " WITHIN 8' OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. 2X8:= ❑" I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-34W6' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER r,� 145 /(2)12d WITHIN 8'OF EACH MIN. HEAD SIZE 300 ND 4 6' TO 8' O.G. MAX MIN. EMBEDMENT 1 Y4') DOOR CASINGS WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB CPO NOT EXCEED Ya') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +3 E" F' SCAL: N.T.S. 2X4= SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18" O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL Nt," SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN HEAD SITE 300 MIN. EMBEDMENT 1 Y4') 8' CMU 1/e' DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. I°X4' OR i'X2" P.T. NAILER 2X8cEm ❑ SECURE TO BLOCK W/1-1/4' 7f6' OS.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 1 POOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO MUM15 JAM (PO NOT EXCEED A) DOOR JAMB TO BLOCK +3-7/16' %1 WINDOW TO BLOCK +3-7/16" SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X IS" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X&mm SECURED THROUGH SECURE TO BLOCK W/1-1/4, NON-STRUCTURAL3if6' TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT l Y4') 8' CMU WITHIN 8' OF EACH END 4 )�' DRYWALL 15' O.G. MAX SPACING. ❑ i'X4' OR i'X2° P.T. NAILER 2X8� SECURE TO BLOCK W/1-1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18" O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" 6) WINDOW TO BLOCK +3 3/4" _ SCALE: N.T.S. ed ra Cade XOVOlog 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W U W F 0. v ril w 4 F A SUBDIV 8a LOT: CREEKSIDE PHASE 2 LOT #37 PROJECT# 4321.200 037R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. D ARCHITECT: STATE OF FLORIDA AUG 10 2020 MICHAEL C. ANDERSON AR NO 17305 PRINT OS 15 20 DATE SCALE: 1/4"=1'-0" SHEET �2 - - - _- _ - _ - -- I I TIT NOTE: IF ZIP SHEATHING SYSTEM I5NOTE = APF'ROVEp BUILDING WRAP INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF MANUFACTURERS 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE PREFORMED CONTROL JOINT / / -� is THICK, 3 COAT CEMENT / FLANGE OF CONTROL JOINTS T PLASTER BE WIRED TIED TO LATH s 9' WRB LAYER 92, FORTIFIBER / O.C. MAX (VERT.). NOTE: DO BUILDING PAPER / IM.N. LAP e METAL LATH NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH X X X W LEG MAY BE USED TO TEMP. FASTENED al' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS — X X X DURING INSTALLATION WRB LATER M, FASTENERS 70 BE SPACED STUCCO WRAP 0 1' O.C. MAX VERTIGALL7 SHEATHING ING I SOTS /NST1 ZIPALLEDEATH PER e TO i" LATH SHALL NOT GAP MIN. BE CONTINUOUS 6' TO 8' 6' TO 8' THROUGH CONTROL MIN. JOINTS BUT SHALL MiN. BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 PROVIDE 2X4 BLOCKING T.10,1.4 PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN NOTE: CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0O415' WIRE 3. BLOCKING SHOWN MAY BE IN APDITIO1�l• \ TO WALL STUDS REQUIRED PER PLAN / LATH VERTICAL LAP TO BE Is I METAL LATH 75/ WPM LAYER M, IJ STUCCO WRAP I. MIN PAPER LAP 5ELOW ONLY _ I / WRB LAYER *2, FORT IFIBER BUILDING PAPER 2 APER LAP SCALE: I I/2'.I'-0' NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER M, STUCCO WRAP WOOD SHEATHING OR'1/I6' ZIP SHEATHING SYSTEM (INSTALLED PER MAN11F. SPECS.) 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE¢ WRAP MATERIAL) OVER " APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I i Is OR LESS PIPE PENETRATION :::%:: `: CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEI MRANE / FLASHING .STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING WxW SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP "2 SELF-ADHERNG MEMBRANE ING WI LAYER M, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING: TO III ONTO PIPE 4'x4' SELF-ADHERIN S MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C-V. FINISH (SEE TYP WALL SECTION) - -- VERTICAL LATH 7 & PAPER DETAIL - 7 WOOD STUDS SECTION PER SECTION RM.7 ExMrlor MbTInD end Flse��a NOTE. 51pE LAPS OF METAL SHEATHING OR 1/16' ZIP SHENG ATHISYSTEM Exterior use of portland cement plaster shall comply wi p y th the application PLASTER BASES SHALL (MSTALLEp PER MANIA. SPECS.) NOTE: requirements of ASTM C 926-12A. BE SECURED TO BUILDING er » 1 M TYPE CONTROL JOINT O FRAMING MEMBERS, THEY sHALL BE TIED PAPER 6' MiN' LAP IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE Installation of exterior lathingand framing shall comply 9 with ASTM C 1063-12A. BETWEEN SUPPORTS WITH 0.0415-IN. (I21-MM) STUCCO V LAP ® LAT44 MANUFACTURERS WIRE AT INTERVALS NOT 3" LAP • PAPER INSTALLATION PROCEDURES MORE THAN 9' (229-MM). OL FOLD INWAIRD • Pr. A O 1FOLD MIWAIRD • Pt. A AS PER ASTM C1063 ,B.I. F I F f N T R A T I O N DETAIL C 1= R )A„r E ® 2. �'W"�.° ®KIC KC UT NOTE: 3 ® FOR REPAIR OF TEARS HORIZONTAL LATH DETAIL IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR FOLD 11 • 45• is PEEL 4 STICK ® '1116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR 3 I. FOLD INWARD a ® 1. FOLD INWARD a Pt. A LUOOD SHEATHING OR CMU y: 2. B 7. CREASE . PT. C s. CREASE • Pt. B LRB LAYER 01, � �. 3. CREASE a PT. C 1�'�ee 3. G• Pr-G " �s STUCCO WRAP (FRAME ONLY) 4. FOLD PT. G OVER Pr. >a B TILL PT. C TOUCHE6 ® BOIToIFLAN� THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT i CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) r ® ®FOLD ; LAP UJR5 E TAPE OVER .,,• ® ISI ROOEAUALL SCREED FLANGE WATER TKaNT SEAL. FOLD, I tl2T CUT. i' THICK, 3 COAT CEMENT PLASTER (FRAME), 12' 2 COAT CtMaW PLASTER (CM) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) WRB LAYER M, STUCCO WRAP (m%AYIE ONLY) LAP LAYERS O= BUILDMG WRAP OVER NAILING FLANGE, STOP WIft AllssFROX 11f' ABOVE S4RJ6LES (FRAM ONLY) e•h. FRAME OR CM EXTERIOR \ B]lFAndl l arman SXS WALL FLASHING w IN D CX r FLASHMG (fim WATER TIGHT REAL (DEND OR SOLDER DO NOT cy» SHINGLE ROOFING.) DRIP EDGE. OVERLAP 3', EXTEND VY BELOW SHEATHING, MEC44ANIC4LLY FASCIA WRAP FASTEN 4' OL, MAX z I£ 5'X5' 'L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE — DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS FLASHING LEGEND DRAINAGE FLANS (LURE L)4YER #1, STUCCO UJRAP) ORB LA"`'ER *2 (FORTIFIBER-'-.-'-'- - BUILDING FAFER) METAL LATH X X— X X WOOD SHEATHING OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF- SPECS.) _ Reviewed for Code SELF-ADHESIVE FLASHING - -� = . Universal Lnymeenrlp NOTE: Sclerlces 1"IETAL LATH: LATH TO BE FER SECTION R103-11 / AST1"I C-847-0S, 1"11N. 2.5 L8S- fi ER 5Q. �')4RD (UTILIT'1' OR N01"1INAL LATH DOES NOT 1`1EET SF ECIFICATIONS) 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W 04 U W O 0. v W 4 ENI A Zr I r I I r ti I I I I I I I I I I I I stmniV. 8e LOT: CREEKSIDE PHASE 2 LOT #37 PROJECT# 4321.200 037RI MODEL• 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. D ARCWECTT STATE OF FLORIDA �UG 10 2020 TIN HAEL C. ANDERSON AR NO 17305 DATE 08/15/20 SCALE: 1/4"=1'-0" SHEET WAI NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER *I, STUCCO WRAP 0 R VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE• I BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON-MOVABLEFRAME AND STUCCO ON ALL SIDES, Y4' CAULKING 0 JOINT ALL AROUND PER SECTION R703.7 Exterior lathing_and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING ( FRAME) (INSTALLED PER MANUF. SPECS-) OR LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIF15ER - - - - - - - - BUILDING PAPER) METAL LATH X-X---X-x 5TUCC® a.:. :. WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-841-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 51=ECIFICATION5) (am BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. I IETEF VERIFY LO NT STUCCO FINISH 6' SELF ADHESIVE OVER TOP d SIDES 1/I6' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR SELF WOOD SHEATHING FLASHING WRB LAYER "1, STUCCO WRAP UNIT WRB LAYER 02, FORTIFIBER PREMANUR DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD a WOOD CONSTRUCTION FINISH FASTEN TO WOOD STRUCTURAL MEMBER s 1' O.C. MAX SEALANT m a' CMU TOP E SIDES ' Ye' TO J¢' MID -WALL WEEP SCREED BLOCK W WIDE STRIP SELF t+. ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING �— FINISH 4e MASONRY - - -B HORIZONTAL WEEP SCREED F (FRAME TO BLOCK) NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. /Axt/, I V Kt--L >=1vt STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION O ELECTRICAL PENETRA METER FIELD =Y LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM i tea= Ar cri I=11 OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES .O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT CONDUIT TION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAc EDGE STEM' '*1 STET *'3 APPLY E-Z BEAD o °.°.° OVER 60 MIN °S•"' GRADE 'D,K., FELT-PROVIDESEALANT AT ALLJOINTS ANDINTERSECTIONS .°.°.°.° NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER 01, STUCCO WRAP CUT 'X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 0 A 5T E 1 112 WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER S T E F *1-4 ELASTCMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH ST F 115 ST F #6 ELECTRICAL RECEPTACLE �adWed� C°mVOa es �rersN En9�eerin9 Suenc 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 ti W w U W 0 F 0. U w 4 F A ti \ .4" g J SXTBDIV. & LOT: CREEKSIDE PHASE 2 LOT #37 PROJECT# 4321.200 037R1 MODEL: 4EBB %828-CALI" GARAGE SVfMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. D ARCHrrECT- STATE OF FLORIDA AUG 18 2020 MICHAEL C. ANDERSON AR NO 17305 J PRINT DATE- / 08 15 20 SCALE: 1/4"=10-0" SHEET u LEGEND DRAINAGE PLANE (WR5 LAYER #1, STUCCO WRAP) UJRB LAYER *2 (FORT11=I5ER ...... - - 5UILDING PAPER) METAL LATH x x x x STUCCO:-.: •:.:,.::...:: . WOOD SHEATHING OR IIW ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHE51VE FLASHING — — — — — 4- 2 lie" / - 1,1 p)CORNER BEAD JL 1 L. I CORNER BEAD (FASTENER 4 SPACING a I" O.G.) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES cMu V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OP BLOCK Reviewed for Code Compliance Universal Engineering Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 W y U W O F Q U 4 F A SUBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #37 PROJECT* 4321, 200 037R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. D ARCH TECT� STATE OF FLORIDA AUG 18 2020 MICHAEL C. ANDERSON AR NO 17305 DATE 08/15/20 SCALE: 1/4"=1'-0" SHEET `i, M METAL FASCIA WRAP 2X6 5U5 BAND 2x6 5U5-5AND W/1 "x4" NOTCH 6 END, WRAPPED IN PEEL 6 STICK DRIP EDGE -1/8" TEXTURED FINISH 10 WOOD 1/2" TEXTURED FINISH a CMU 1` I, I` I � I � I / 1 / 1 METAL FASCIA WRAP Y8" FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) �1 NOTE: NOTCH FOR 2X(b 1/8' TEXTURED FINISH a UJOOD, 1/2' TEXTURED FINISH a CMU METAL LATH 5HEATHING - l:l ` UJR5 LAYER *I, STUCCO LURAP (FRAME ONLY) WR5 LAYER 02, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT REMOVED =POND ) )FF WALL �O) FINISH 6 TURED W/1 "x4" NOTCH Q IN PEEL 4 STICK 1JRAP I' OFF- 5 BAND 2 " DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE t IAt PRE-ENG'D TRU55 TO BE GUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - ®' SCABBED TO TRUSS W/126 NAILS 6'-8" O.G. MAX. 2x SUB -SAND W/1Y"x4" NOTCH 9 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W /KICK —OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x 5U5-5AND W/%"x4" NOTCH END, WRAPPED IN PEEL 6 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF - DRIP EDGE 2x SUB -BAND WIV22"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE ®FtelViewed for Code Compliance OMITTED FOfi �„N'�� CLARITY universes Engineer" sciences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F 0 U w F 0. U w 4 F a x S'UBDIV. 8e LOT: CREEKSIDE PHASE 2 LOT #37 PROJECT# 4321.200 037R1 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. D ARCHrrECT STATE OF FLORIDA AUG 18 2020 MICHAEL C. ANDERSON AR NO 17305 rz%4jN a OS 15 20 DATE: / / SCALE: 1/4"=1'-0" SKEET AO w 15'-10" T-4" / 3 a o _ 2X12 FM-1 _ � _ _ FM-12X18 — — — I1 X 1:1 L V2 4" CONC. N o N w F LL SLAB Ili 0o ao I LL� Lu 0 0 *3 1/2 1' Oil - F-24X24 10'-01 10 I I 1.1 • F FM-12X18 EXTEND 2 Z 111" SLAB 1 1/2" 0 I a o 111 I 0101, TOP OF SLAB in m 4 O I N I _ M v N rI °° I LL I I V • Ic>0 I• IU- IUD � I 19, 0, 5'_0„ 15._8„ 4" PVC 1 Q C ;ASE 111 o TE 1 4" CONC. SLAB -o-5 1/2 ° 1 T 8„ T,� CD — ic 5 3'-0" SLOAB ao 3'-6" a c I ~ N w W 0 1 EXTEND 1A SLAB 1 1/2' 14 CONC. t ao FM-12X18 00 SLAB 0. wI X 3 1/2 O a N Aop4' L LL 2 7 1/2 _—_ LL 1K 1-N ao 1.1 L—FMM=12X18 1.1 FMC-12X18 it FM-12X18 — — J 0 4 ' 1.1 10'_2" 3'-1 0" L 2'-8 16'_0 14'-0„ 4'-4"21'-411 39'-8" FOUNDATION PLAN SCALE: 1/4" = 1'-0" co N U- f 2 FMC-12X18 4 2'-8" FOUNDATION NOTES 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 +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN. TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER' SERVICES. 6.. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, DINDICATES #6 BAR;■INDICATES #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 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES 1N REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING'F'm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE , SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE h PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. _ SHORT LONG TE 1 8" SEE PLAN 101. (2) #5's FM-12x12 12" CONTINUOUS 12" (2) #5 s + D"-0" FM-12x18 12" CONTINUOUS 18' (2)#5s - (+)0'-0" FM-16x18 16" CONTINUOUS 18' (2) #5's + 0"_011 FMC-12x18 12" CONTINUOUS 18" (2)#5's #5IN'CURB VARIES _ F-24x24 24" 24" 12" s S (-)0 -4' SECURE $TRAP TO A/C SIMPSON W5 CONC. W/ UNIT ROLL STRAP !2)-3CON 'S OR EQUAL TAP--CON EACH CORNER OF UNIT CONIC. SECURE STRAP TO SLA$ UNITS U/ (2) °8x1 1/4 SPT MTL SCREWS A/C CONNECTION TO PAD DETAIL 2194 HWY A1A, SUITE 301 (x INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.a bd esigngroup.com AA #: 0003325 l e� sa �� F� �e $ + 1 I 1 I 1 r 3BDIV. "T a CREEKSIDE PHASE 2 LOT #37 e;0ROJECT# 4321.200/037R1 4EBBa "1828—CALI" � < ,'ARAGE SWING: k; RIGHT 1' "SAGE: �} h FOUNDATION cl PLAN I .160 MPH EXP. I �_••-.�,� "- n�--fig ARCHITECT. - STATE OF FLORIDA AUG 18 2020 j MICHAEL C. ANDERSON R NO 17,lnr 'e Odra .M DATE: 08%15/ 20, SCALE: 1/4"=1'-0` SHEET s l IL mw U OD�_ IL U� cod 0 M a EXT. PORCH SLAB % W/ 1/2" ISOLATION Il/ JOINT (WHERE APPLICABLE) Z_ '. cV STEEL REINFORCING IN GROUTED DELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL a ° - TOP OF SLAB a. a ° SEE SLAB SCHEDULE a 4" CHAMFER (1-STORY) a 6" CHAMFER (2-STORY) SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY BAR SIZE 48'BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" EXTERIOR MONO -FOOTING BOLLARD LAP\WOODARING ATE A MIN. OF 48" AND/ 16d COMMON NAILS, 4" 0/C BTM. LAP OVER STUD' 2x4 OOD ARINGWALNo 2 S S SEEPLAPACING. GLEBTMTO BE PT.PROL. TOP PLATE +_ u._u.. TOP OF SLAB 11 =1,_0,, 0 ib 2"CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB WI(4) 1/4" X 2 1/4" TAPCONS SCALE: 3/1 VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCK/ Z.I, 2' STEEL REINFORCING IN GROUTED Q a CELL SEE PLAN FOR SIZE AND ❑ } SPACING REQUIREMENTS co Q'Iw 'IIIT m co,— 1 Er oI� p 8" CMU WALL o Z TOP OF SLAB ° x J _ VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4" CHAMFER (1STORY) W/ 1/2" ISOLATION ° 6" CHAMFER (2-STORY) JOINT (WHERE •• i SEE SCHEDULE APPLICABLE), _z 4' FOR WxQ, BAR SIZE AND BAR QUANTITY N EXT R'IOR MONO -FOOTING 2 GARAGE nR A GE SCALE: 311 C E B LATE TO B / d MASONRY NAIL 16" AGGERED. AIJETVTONAL METAL INECTORS NOT QUIRED WHEN NO PLIFTIS PRESENT. SEE SLAB SCHEDULE 00 - —" S EESCHEDULE xD, BARSIZE QUANTITY INT IOR FOUNDATION W D WALL 9 SCALE: 3/4„_V-0" (NO LIFT) w J NEW REINF. BAR O a SECURED W/2-PART a < EPDXY MIN. EMBED I J Q 8' UNO J — FOLLOW ALL MANF. 2 SPECIFICATIONS FOR S m I USE AND F m PREPARATION OF HOLE. Z cr W 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION C) SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS C� p ip = NOW y� II _ + 0,_0, TOP OF SLAB SEE SLAB SCHEDULE 2 "ISOLATED" COLUMN PAD n !< CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 4 _ ---.— OUNDATION AND SLAB SEE SCHE LE 7(CC ® FOR WxD, BAR ZE AND BAR QUANTI BINED EXTERIO ONO - DOTING AND COL. PA SCALE. /4"=1'-0" 30 MIN. EACH WAY MONOLITHIC FUU I INU >v s �sv 1 FM pj CORNER BARS, SAME SIZE AS LARGER BAR v AI 1 IN FOUNDATION WITH 30" LEG EACH $ ? I WAY AT ALL CHANGES IN DIRECTIONS . A SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS L` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE .v' WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION 3 CORNER BARS DETAIL SCALE: 3/4"=1'-0" TOP PLATE A MIN. OF 48" AN AIL W/ 16d COMMON NAILS, ROWS; 4" O/C BTM. LAP TO O UR OVER STUD 2x4 OR 2x6 WO BEARING — WALL W/ SYP No'2 STUDS SEE PLA FOR SPACING. SINGLE BTM. TE TO BE PT. PROVIDE DBL. T PLATE SIMPSON SPH4 OR SPH6 — BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" + V-p' VERIFY HEIGHT OF WALL W/ PLAN PLATE TO SLAB W/ DGE ANCHOR W/ 2" R SET IN HIGH STRENGTH 5-1/2" EMBED. MIN. @ 16" OC 0 rSEE SLAB SCHEDULE TOP OF SLAB a. r d EQ. EQ. SEE SCHED E FOR WxD, BAR S AND BAR QUANTIT INTERIOR CURB FOUNDATION WOOD WAL SCALE: 3/4"1 (W/ UPLIFT) POURED LINTEL CONT. (TYP.) o! 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING 1/2" DIA. SIMPSON ST62 BOLTS 5" 'i MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE: 3/4"1 FOR NRY SET =V: RECESS AROUND GARAGE DOOR OPENING LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB SCALE: 3/4'1 VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. / ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. W l SEE SLAB SCHEDULE Q —d-�VANDBARQUANTI-FY e. dSEE SCHEDULE OR WxD, BARSIZE INTERIOR CURB FOUNDATION WOOD WALL SCALE 3/4"1" (NO UPLIFT) ® fine mp for Cornpllau, (kpV9f8al Engle iQ..-: &aences 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 :3iJBDIV. & LOT .� , CREEKSIDE `.' PHASE 2 .I 9 LOT #37 P. rROJECT# 4321.200 037R1 MODEL.• 4EBB "1828-CALI" GARAGE SWING wl RIGHT PAGE: 3 DETAILS i1 �x +. 160 MPH EXP. Dom, ARCHfI STATE OF FLORIDA ' AUG .18 20 5 MICHAEL C. ANDERSON < AR NO 17305 PRINT DATE: 08 15 2U SCALE: 1/4"=1' - 0" SKEET 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 E, D3 Q4 O �' 1: 1: 1: 1: 1: 1: 06k AN pwo op 1rm rj CREEKSIDE PHASE 2 fti LOT #37 PROJECT# 4321.200 037RI Jj M03DET.IIII• . 4EBB 1828—CALI GARAGE SWING: RIGHT DOWEL PLAN 11 All MPH O ARCHrrECT. STATE OF FLI AUG 18 2020 MICHAEL C. AR NO l77'3QX T7'ATE: 08/15/20 =if SC AT-1r: 1/4'$-oll SHEET s I TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. z '4 C14 4 4 [i A < CLEAN OUT REQUIRED FOR INSPECTION 0 o T— lk 0'-0" FIN. FLR. ,A TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK Z Lu 0 cn u BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 301. #6 36" 1 #7 1 42" 1 HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=l'-0" z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0- SPACING REQUIREMENTS W c) 00 -j IL z 8" CMU WALL 0 cl) N r'. \-SEE SLAB SCHEDULE EXT. PORCH SLAB A 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE 6 APPLICABLE) MATCH STEEL REINFORCEMENT 6" PVC CHASE PER SCHEDULE 04 THRU FOOTING �—SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY + + allB 10 TOP OF TOP OF SLAB 4 Z cr 4 4A Ld .. 4 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE THRU FOOTING SCALE: 3/4"=j--0- BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" #5 BARS zo M ao 11 qj 4 I L 1:3 101 ED b�l L' "o" L' CMU UNIT DIMENSIONS a ARE NOMINAL SIZES � MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" o6o.wedfor Code r "mplonCe 2194 HWY AiA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-359:1 www.abdesigngroup.com AA #: 0003325 . 14 ar O 0 CREEKSIDE Ji PHASE 2 LOT #37 PROJECT# 4321.200/037RI r 4EBB "1828—CALI GARAGE SWING: RIGHT DETAILS PH EXP. D ARCHrrECT-- STATE OF FLORIDA AUG L41CHAEL C. ANDERSON AR NO 17305 e17 11 PRINT ILI DATE: 08/15/20 I SCALE: 1/4"=1'-O" SHEET S1.2 A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10AOR LGT2 W110dx 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER" FASTERSCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH"HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, :177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / S.O.L= BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. =FROM EACH SUPPORT, T.O.= THROUGHOUT K EBB1 DESCRIPTION fc (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING MASONRY 3000 Sx8 — {1)#5 NIA — GROUTED SOLIDI "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Mn SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOADAw PLF SAFEIOAD -POUNDS PER LINEAR FOOT .TYPE LENGTH an 6R48B W24B 8F704IB 81:MW WM-0B *2180B IP82AB TYPE LENGTH SU8 8F8 RCMU TYPE LENGTH IR,-1T ON24T IM64T &M4T 8FWIr eF9&TT 8F88-0IT a►64r IF12Hr mwr 81cwu IF24dr 6P1&a IF7184r IFb1s 8F1&1s IFt6-1B WWO 01%"B eI26-1B IPa2.1B 3'S 42') PRECAST ( 2231 30w SM6 6188 ow8064 6w2 low3--- (4Y) PRECAST 1025 1024 15M TO (4P7 PRECAST law am 868/ a" ametBE 7001 80w 4IM SITS 7547 Bm4 =0 11I09 1II0 2055 3124 4804 52M 8182 7001 4%W On PRECAST 1988 21101 2751 M 4800 am 7034 81m 4--0• (48') PRECAST m mw Ism4'4r (48) PRECAST I= 22M 8050 8B15 WIG ms am 208 4806 6113 7547 W4 10804 11808 18M 2805 8000 3015 4a70 =5 am 44- (54' PRECAST 1S8B ta56 2110 2681 s7as 467e 64ao s224 4'-' (54m) PRECAST 592 591 1073 *r (54') PRECAST 1207 2010 2MSSTs TOTS 4711 5510 21w 4576 6113 7547 w I072 10204 1Im 12U 2040 1 ZM7 8876 4048 4711 GM 5'�' (84' PRECAST 1217 1340 14M Im 26w 3128 8MB 420 gam, (�,) PRECAST 411 411 745 5�' �h PRECAST 1010 171 2270w 2M sm 8M1 4m 10I8 8m 68M M7 7842m ffmm 101 1016 1715 2276 nm 8800 8061 4622 8-10' (70') PRECAST 70g1 1105 117a 1821 2M 264I s00e 34� 5'-10• (70� PRECAST 840 399 818 5-10• (7D') PRECAST 111M a6eq" ewe 3101 3020 4122 w 146, 2671 4880 7140m 0080m 7181(q 880(q m laff 2080 2w8 3107 8920 4188 8'$• (75') PRECAST I= 2177 3W =I 8707 4MB 5081 8-�- (M PRECAST 507 721 4W 8'$' (78') PRECAST 140ra 1 2V9 8251 871 1= M77 3W 6W am 1020% a825" on 1407 IBIS 2ffi8 2780 8251 SM2 T•8• (On PRECAST 743 1011 1729 2M 22M 2IM 81m Bw6 T-' W) PRECAST 424 534 363 Tor (90� PRECAST 7a 1 1 2075 2627 3= 1011 1720 2551 8808 5I81 8487(w 8472(in 727 I= 1024 2026 200 2w 8201 9�• (1127 PRECAST r�r4 No 1180 1825 2684 am 2816 mu 94' (114) PRECAST 326 512 230 9ti4' (11P' PRECAST m me 11 1474 161 2167 2500 04 7W Ima 1848 2W s4el 4706w1 Iw0(m aI1 eez 1218 1048 1910 22L4 2B1B 1W4• (128� PRECAST 476 6M wD 2003 2m 2198 2a58 10'4• (128) PRECAST 284 401 180 104r (128) PRECAST 575 016 1472 146t , 2611 848 10lR 9a88 I= 2008 2781 M48pq 4754pq m 6w 6M 11ww 1472 1788 20M 2814 11'4• (138•) PRECAST 382 6IY 646 tell 181e 242.8 3127 40M 11w 1 PRECAST ( 260 452 154 1 '� 1 PRECAST ( 474 604m w0 1087 ,a4pq 161 1703M 6a2 046 18M 1648 2423 3127 4008 404 Im 1047tw 187219) 18180 1w6w 2,87 124r (144') PRECAST 337 Sm I78 1254 1684 2198 28M Mw 17-0' 144 PRECAST ( 9 244 402 187 1Y-0' L� 144') PRECAST 470 460 724®® BM 11 1 1a06 540 B78 1264 1884 ON 21M 8562 470 ON M0(n 1502 imam Isle" 2=tm 13'�' (180) PRECAST 298 471 T66 1076 1428 18M 2818 2BB8 13 4' (180') PRECAST Y17 324 110 i '+4• (180� PRECAST 498 (w 8MM Qmw 7e6 (q tlt4a 1748p4 1828pp 471 m 9m6 14M few 2818 2w2 428 w0 7w w ,tw 1416(w 186$w 18m 14'-0' 1 PRECAST ( 279 424 706 100*IN*tNR 7 Yf27 8880 14'-0' (188') PRECAST Z05 Z93 100 1 '-0' (168� PRECAST �w0 724 SON 1210pI 442 708 100 2127 2030 410 426 717 w 1008 1 1 18m 14!4r 178) PRESTRESSED ( N.R.NR 11R Mt NR NR INN (17b') PRESTRESSED N.R. 284 91 1 '-r (17W) PRESTRESSED 240 81 a4 620 eMwr 678 1121a 4a6 788 18f046 ffi17 a12 248 8M 888 06D ao 1 1818w1 1784 IV' C 184 ( N.R. NR NR NR NR 19 4- (184') N.R. 269 83 1 -C (184' 2Y4 918 4M I27 760 iN1 1 412 710 125B 2I20 2513 280 m BIB 000 a 1240m , 1amm 1T■4' (208') PRESTRESSED N.R. NR NR NR NR NR 1T-• (208•) PRESTRESSED N.R. 194 84 1 4' On W�STRESSED 1B7 m 405 581 8w m we 8W GO 0w00 1840 2047 182 m wa w 740 1 UR 1478p4 19�1R ( PRESTRESSED N.R.N Nt N9, NR NR 1S-�. (2 7RE88® N.R. 148 52 1� �' (232') PRESTRESSED 102 2N vil M M 447 � W N 647 wp 747 pq 2M 420 750 1007 1222 1516 1716 1M 20 429 10 wD 841 1 12271m 21' 4' (2587 PRESTRESSED N.R. NR NR Nt Nt NR 21'-C (258•) PRESTRESSED N.R. 125 42 2I � ( ,) 142 2D4 307 M 4w Moo IM 18D 340 m m 1114 Im 1488 742 282 8/8 w 5s7 721 aoa 1018 22-0'R (28V) PRESTRESSED N.R.N NR NR NR NR NR NR ®. ( .) PRESTRESSED N.R 118 40 27-0• (Z84' PRESTRESSED 137 107(M M 870w 4I2 54a,w 8w 1M 815 5w 754 1047 12M 19w 137 228 3w 518 0M p4 688 Moo 24'-0' PRESTRESSED N.R NR NR _NR 7R NR Nt NR 2f-(r (288•) PRESTRESSED N.R 91 33 24'-0' (2881 PRESTRESSED 924 17I(w 2m 842 410 4B2 a67 120 2eo 4W M4 854 1002 12M 124 m 319 M 406 IW MMI 787 m 67B on {#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD AREPERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDTITON - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VAW ES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WINDOW OPENING LIFT BEAM PLAN SCALE: 1/4" = V-0 view ea ,ur �ivae ra„"ai,di,ee �j(�ry0(6yi �nOartWflt4i3 8uanraM 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 a` tmDIV &: LOT: CREEKSIDE PHASE 2 LOT #37 PROJECT* 4321.200 037R1 MODEL: 4EBB " _ 1828-CALI" GARAGE SWING: RIGHTI SAGE: LIFT BEAM ` PLAN AND NOTES c O MPH EXP. D' ARCHTECT. STATE OF FLORIDA „t 99� C R ANDERSON AR NO V305 DATE: 08/15/20 SCAT :1/4"=1'-0" 2194 HWY AIA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 CREEKSIDE PHASE 2 LOT #37 PROJECT# 4321.200/037R1 MODEL 4EBB "1828—CALI" GARAGE SWING: RIGHT V i PAGE: DETAILS 6 0 MPH EXP. D ARCHITECT: STATE OF FLORDA, ,J AM MICHAEL C. ANDFFt,a 111 AR NO M05 PRINT 08/15/20 DATE: SCALE: 1/4"=1Poll SKEET FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2 HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4 ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 13. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING, THESE DRAWINGS ARE INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD, FIELD CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATE W/ A 2x6 BTM CHORD (MIN.) 2. COORDIN4TE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE A'III:RCHITECTURAL 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 ASTEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. GIRDER/fRUSS TRUSSES.W/2X4 W/2X6 BOTTOM BOTTOM CHORD CHORD j 2x4 SCA13 NAILED TO n /) '.� DIAGONAL M END JACK TRUSS BOTTOM II/Ly\YII BRACING/BOTTOM CHORD /MIN,(4) 10d CHORD BRACING :RE APPLICABLE NAILS F R EACH CHORD CONNECTION A DISSIMILAR BOTITOM CHORD BRACING @ END 6 NL! TRUSSES W/2X4 GIRDER/TRUSS BOTTOM CHORD W/2X6 BOTTOM CHORD DIAGONAL —/ 2x4 SCAB NAILED TO BRACING/BOTTOM TRUSS BOTTOM CHOR CHORD BRACING MW/MIN(4)10d NAILS FOR EACH CHORD CONNECTION DISSIMILAR BOTTOM CHORD BRACING ® MID RUN TRUSSES W/2X4 BOTTOM CHORD. DIAGONAL BRACING/BOTTOM CHORD BRACING CONNECTOR SCHEDULE I I CONTROL DATE: 01/27/2020 MiTek USP SIMPSON MiTek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER ETA 16-18 1625 META-16 1450 (9)10d %11/2" 1-PLY, (7116d 2-PLY, EMBED 4" (8) lOd x 11/2 1-PLY, (6)16d 2-PLY, EMBED 4" (2) HTA 16-I8 2430 (2) META-16 1985 (12) 10d x 11/2" 1-PLY, EMBED 4" (10) 10dx 11/2" 1-PLY, EMBED 4 HTA 16 1870 HETA-16 1810 (10)10d X 11/2", (8) 16d 2-PLY, EMBED 4" (9)10d x 11/2 1 PLY, (8) 16d 2-PLY, EMBED 4 HTA 20 1870 HETA-20 1810 (10)10d x 11/2", (9)1Gd.2-PLY, EMBED 4" (9) 10d x 11/2 1 PLV DQ 16d 2-PLY, EMBED 4 (2) HTA-20 2430 (2) HETA-20 2 335 (12)10d x 11/2",1-PLY, EMBED 4" (10)10d x 11/2" 1 PLY, EMBED 4 2500 (10) 16d 2-PLY, EMBED 4" (12) 16d 2-PLY, EMBED 4 T C LUGT-2 1655 LGT-2 1885 BILK (5)1/4R 3"Wedge-Bolt+ Anchors, WOOD (16) 10d '. (7)-1/4"x21/4 TTEN; WOOD(16)16d LUGT-3 3380 LGT3-SDS2.5 34SO CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25 (12) SDS 1/4 x3 TO GIRDER, (4) 3/8 x 5" TITER HDTO WALL DHTA-20 2430 DUAL-20 2480 (16)-10d x 11/2,1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA 20 ACCEPTABLE MUGT15+ 3945 MGT+ 3965 (1)5/8"A.T.R.. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TOWOOD) It) 5/8."A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1211 EMBED), 122) 10d TO WOOD HUGT2+ 9575 HGT-2+ 10690 WOOD (8) 10d,: MASONRY (2) 3/4"A.T.R (2)3/4'A.T.R IN HIGH STRENGTH EPDXY (MIN. 12" EMBEDI,(16) 10d T0. WOOD HUGT3+ 9860 HGT-3+ 10690 - WOOD(8) 10d, MASONRY (2), 3/4". AJA (2)314"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LPTA 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLEL 1210 PERPENDICULAR WALL TO WALL TO (10)10d x 11/2"' '., (10)10dx11/2 MUGT15 3945 VGT 4940 (1)5/8"AT.R.INHIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(GI 10d FACE/(12) 10d BACK OF TRUSS 11)5/8''A.TR IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(15) SDS 1/4"x3" HUGT 1 9575 (2) VGT 7185 (2) 5/8". A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8)10d (2).5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (321 SOS 1/4"x3" MTW 12 965 MT512 990 (14) 10d x 11/2",(14) 10d (14)10d%11/2 1355 HTS-16 1310 (16)10d X 11/2",(16)1Ud (1G)10d %11(2 ' 135S HTS-20 1310 (24)10d X 11/2", (20)10d (24)10d X 11/P' 1355 HTS-24 1310 (24)10d X 11/2"(20)10d (24)10d'x 11/2 930 LSTA 12 « 925 (10)lOd (101 lOd V12. 1235 LSTA18++ 1235 (14)10d (14)10d 1310 MSTA18++ 1315 (14)IOd (14)10d 1640 -_MSTA-24.++ 1640 (18)10d (18)10d 2065 IMSTA30++ '-2050 122)10d (22)10d MSTA-36+r 2065 MSTA36+ 2050 (26)I0d (26)10d 40GSJE KST1236 2765 MST136 3800 (36)10d X 11/2 (36)10d X 11/2' US1248. 5105 MSTI-48 507D (48110d X 11/2"' (48)10d X 11/2 LFTA6 980 HIS 1055 (16)8dx 11/2", (16) Rd) (8) Rd TO. PLATES (8) Rd TO STU DS SPT4 875 SP4 - 825 (6)10d TO STUDS (6)10d TO PLATE - (6) lOd x 1 1/2TO STUDS', MP34 525 IN F1 @ 160% A34 430 (4) Sd x 11/2 TO BEAM, (4) Sd x 11/2" TO POST. ., (4) 8d x 11/2 TO BEAM, (418d x 11/2 TO POST. HHCP2 680 HCP2. 590 (10)10d x 11/2 TO TRUSS, (10) lod x 11/2" TO PLATE (12) Ind 11(Z RT16A 1020 H1DA 1040 (9)30dx 11/2 TO TRUSS, (8) 10d X 11/2"70 PLATE (18110d X 11/2 MW715&PHD4A 1 4175 VGT&HDU4 4940 (28)10d TO TRUSS, (10) W53 WOOD SCREWS TO POST W/5/8 THREADED ROD (16)-SDS 1/4x3 TO WOOD,(10)SDS IAN21/2"W/ THREADED ROD, (2) NUTS/WASEER/2 PLY MMT15&PHD4A 4175 VGT&.HD7B 4WD (28)10d TO TRUSS, (10) W53 WOOD SCREWS TO POST W/5/8"THREADED ROD (16)-SDS:1/40"TO WOO 6, (3)-3/4" STUD BOLTS W/ TH READIED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 677E ABU.442 2300 7750 (1) 5/8" A.T.P. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC., (1p)168T0 W000 (1) 5/8" A.T R IN HIGH STRENGTH EPDXV,{MIN. 7" EMBED.) IN CONC., (12) 16dTO WOOD PAUGG 245E 16005 ABU 6GZ 2190 18205 (1) 5/8"ATR IN HIGH: STRENGTH EPDXY, (MIN. 7" EMBED) INCONC.,(12)16d TO WOOD (i)3/8". A.T.R IN HIGH STRCNGTH EPDXY, (MIN. 7" EMBED.) IN CONIC, (12)16d TO WOOD LTS19 T. 1205 LTT19+++ 1310 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (8I10d TO WOOD 11)3/4" A.T.R.IN HIGH STRENGTH EPDXY, (MIN. T' EMBED, IIN CONIC, (8)IDd TO WOOD LTS20B+++ 1100 LTT20B+++ 1500 (1) 3/4"ATR IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (lb)10d x 1-1/2 TO WOOD Im 1/2"A.T.R IN HIGH STRENGTH EPDXY, (MIN. 7"EMBED.)IN CONC, (10)10d TO WOOD . HTT45 41W HTT4 4455 (1) 5/8"ATR IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (19) 16d %21/2". (1) 5/8"A.7ft IN HIGH STRENGTH EPDXY (MIN, T' EMBED,) IN CONC., (26)16d X 21/2' HTT45 5005 H75 5090 (i)5/8"A7R IN HIGH STRENGTH EPDXY (MIN.7" EMBED) IN COLIC.,(2dI 16d X 21121, 1 (1)5/8"ATR I N HIGH STREN GTH EPDXY (MIN. 7" EMB ED,) I N CONC,(26)36d X 21/2" UPHDll+ 14395 HHDQ11-SDS 2.5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. TO" EMBED) IN CONC, (24! WOOD SCREWS N HIGH STRENGTH EPDXY, EMBED.)IN CONIC., (24)WS "x 28"WOOD SCREWS PHDSA 6525 HD7B 6645 158 A.B. IN HIGH STRENGTH EPDXY MIN 7" EMBED) IN CONIC. 14 WS3 O / ' ( ) ( I ( EMBED.) IN CONIC, (3) 3/4" STUD BOLTSTO WOOD (t)7/8'ABIIN HIGH STRENGTH EPDXV;(MII N. �, (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. 13) 7I18" STUD BOLTSTO WOOD TDXB 7870 NFM35%12U 2580 7130 MBHA 3.56111.25 3475 5330 (1) 1/2 I -BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC 4 W13/T)CCIA TW RAMSET/REDHEA DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE ( ) E 0%Y, (MIN. GINS HIGHSTRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EMBEDMENT) INCM.U. FACE,(18) 10d TO BEAM H US4121F 3615 2710(100%) HUSC412 (WOOD) 3435 268S:(100%) (10)16d TO HEADE R, (10 1 16d TO WOOD .. :. (10) 16d TO HEADER, (10) 16d TO WOOD 3325(125%) 3220(125%) HD4101F(CMU) 1150 3080 HUC410 (CMU) 1800 4500 (18)1/4 x3" WS3 SCREWS,(10) 10d TO. WOOD.USP (70)3/16""TAPPER+, (10) SOd TO WOOD (18)1/4 x 23/4 TITEN(9 PER FLANGE)'. TO CMU(10I 10d TO WOOD: . HD210-21F (CMU) 3950 3080 HUC2102 (CMU) 1800 4500 (18)1/4 x3 WS3 SCREWS, (10) 10d TO WOOD. USP (20)3/16"" TAPPER+, (10) lOd TO WOOD (IS)1/49x23/4 TITER(9 PER FLANGE)TO CMU, {10)10d TO WOOF. HD210-31F(CMU) 2795 5015 (CMU) 0 3 1800 450D (W O)Ob4U5P (20 3/16"" TAPPE(RO)10d TO (10I IOd TO W000 (18)1/4 x 2 3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: LGUM26-2 2125 6065. LGUM26-2-SD 1430 5595 (4I3/8" X 4. Wedge-volt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x 4TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)114 X 2-1/2 SDS SCREWS TO WOOD i � v O k O 0 0 m o Ir N OILL- (d 0 Z zU O Q af d ❑ O �b 0b 09 m o W N O LL () Z Q Z O (D U Q Im Q ❑ 0 U I � V 0 O O m CN ON U6 1A (� 0 3.1 J Z_ z U O ❑ ❑ 0 I x U 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. JL u Ir—--m — I EJ7 CJ 1 II �I I CJ3 = u u n 1C I n n u n u n u u u u u II AIITII TACH III 4'-0LOII G 2IxI SCABI'TO SWILSRUSO16dNA@ 6J5 r _ T/ O.C. (FRIEA. In) InI InI (nI InI END) n CJ1 CJ3 0 I 1 T _= �= CJ5 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA # 0003325 ai EZ W v W 0 E D3 I 1j 4 F A I I 1 I I 1 1 1 1 1 1 1 1 I 1 w3XMDIV. de LOT: CREEKSIDE PHASE 2 LOT #37 PROJECT# 4321.200 037R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: lti FRAMING PLAN 60 MPH EXP. D t" r ARCHITECT - STATE OF FLORIDA r IMICHAEL C. ANDERSOIt AR NO 173n Ar "iRINT DATE: 08 15 20 SCALE:1/4"=1'—O" SHEET S 3 k-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 z" NAILS TO TRUSS I-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 z" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 4" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 z" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV: COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS / 12" O/C MASONRY BOND BEAM SEE SCHEDULE ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE @ 24" 0/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS',FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 "ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", SHEATHING (9) 1 Od x 1 2;' NAILS TO 6", 8" x 4'-0" MAY BE ADDED FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 1Od NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO NOTE: A PT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. W/ 1 Od NAILS, 2ROWS, 3" CONNECTOR O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN ACCOMMODATE TRUSS WITH (4)8" x 5" TITEN HD TO CMU AND (12) SDS ANCHOR REQUIREMENTS: ' 4" x,2 q" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH ENGINEERED WOOD (2) Z" x TITEN HD TO CMU AND (18) SDS 4" x TRUSSES @ 24" O/C, 1 x2, 2x WOOD FASCIA 3" TO GIRDER SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH FOR REVIEW 2x SECURED W1(3)16d (2) 5"TITEN HD TO CMU AND (18) SDS -y' x 3" AND APPROVAL GALV. COMMON NAILS. MASONRY BOND z" -x SCREWS TO GIRDER (EACH TIEDOWN) lx2 SECURED W/ 10d GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" OIC SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS L A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWA LE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL TRUSS/ 1a 1b 1c SCALE.3/4"='-o" TYPICAL ROOF GIRDER CONNECTORS) 2a 2b 2c BQALE:3/4"=1'-0" GIR ER CONNECTOR(S) 4 NOT USED 0 OUTER 1/3OF SPAN ONLY BTM. - PLATE DTCH DEPTH 1/4*D HOLE EDGE >5/8" rHOLE DIAMETER < 2/5*D SGL. STUD 9ovq/--HOL STUD NOTCHING AND BORING LIMITS SCALE: 1 1/2"=1'-0" EDGE >5/8" HOLE DIAMETER <3/5*D DBL. STUD 9 NOT USED 6-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON — HTSM20 W/10 1Od TO TRUSS AND (4) 1 /4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/101 Od TO TRUSS AND (4) 1/4"x21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �— TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1 x4 D IAGO NAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1 x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1 U-0" O/C MAXSECURED W/ (2) 1 Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. G BTM. CHORD BRAKING 6 SCALE: 3/4"=1'-0" 10 NOT USED 3/4"=l'-9' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG.'BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG`D TRUSS SCALE:3/4"=1'-0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. ALTERNATE MATERIALS 6UALE: 3/4 =l'-U WComPj,d lc . et>� En9me�;.:. UAU minces 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F M y U rq 0 G~. 0. U r4 F A �•-: I 41 L7BDIV. .LOT: ;S CREEKSIDE PHASE 2 LOT #37 PROJECT# 4321.200 037R1 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS r• I MPH EXP. D� ARCHrrECT. STATE OF FLORIDA, r.= AUG 1 S 2020 MICHAEL C. ANDERSON , AR NO 7-105 PRINT DATE: OS 15 20 SCALE: 1/4'=1'-0"� SHEET S3e1A 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W tzi U M4 O F 4 U h W Q A E-4 SLTBDIV. JB CREEKPHASLOT PROJECT# 4321.200 MODEL:4EB"1828- GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. D ARCHrrECT-. STATE OF FLORIDA AUG 18 2020 .gyp .iv0� �_IMLOMFA 1 8 PRINT DATE • /15/20 08BSCALE: 1/4 SIMET S3. (2) 2X4 Not SYP DIAG. - BRACE WI (3) 12d @ EA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 6U-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE - "ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4- O C. (AT SHEATHING SEAMS) PRE-ENG GABLE TRUSS STIFFBACK AT ALL x UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) - I F 1x2, 2x WOOD FASCIA L CONNECTION PER ' SEE ARCHITECTURAL TRUSS MFG. 2x SECURED WI (3) 16d ENGINEERED WOOD GALV. COMMON NAILS- TRUSSES @ 24" O/C, 1 x2 SECURED WI 10d Zj SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN - 12" O/C AND APPROVAL SECURED W1(2) 12d's @ MASONRY BOND BEAM Ed EACH TRUSS SEE SCHEDULE Cl� GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE 3/4"=1'-0" SIDE VIEW VTCR SPACING (1) AT EA( PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALEN.T.S. fW4jqvmd comptianc �edno � E"9 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 rA W 03 W U W �o 4 V W O F A SUBDIV. & LOT: CREEKSIDE PHASE 2 LOT #37 PROJECT# 4321.200 037R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. D ARCHrrECT STATE OF FLORIDA AUG 1 8 2020 MICHAEL C. ANDERSON AR NO 17305 DATE 08 ,15/20 SCALE: 1 /4"=1' — 0" SIMET C i e 1 C HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10' ZONE 1 = 23.79 PSFI(33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIN D D EXPOSURE" 'C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS ROOF/ WALL/ FLOOR SHEATHING AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE FASTENER SCHEDULE DETAIL. — ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 JOINTS W/ I 4' OF GABLE BLOCKING ALLPANEL JOIN N __ BLO G A__ _ NAIL SCHEDULE END. SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING RINGS SCREW SHANK PER INCH) PER I 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS --------- ROOF SHEATHING —\ EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL_ BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING 8d RING SHANK GUN NAILS @ 4" O.C. FOR GABLE END FRAMING TOP & BOTTOM EDGES U) V J Z W Z� � C] Ur W Y@) QU CO (0 cc IY • J Q 1 Z Z � O J W `1 z Q aj.0 z U Z.. z z m • U Y Z ¢ , 2 U (D z m00 Z LU w 8d RING SHANK GUN NAILS Z @ 6" O.C. IN FIELD �o z.V Co TYP. EXT SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S. Tf) RF CTRI ICTI IRAI rRAnPF J Q Y ? WLU ¢ (9 W0 w C LU 8d RING SHANK GUN NAILS 12" O.C. IN U U .F- U OW <2 @ FIELD or 8d x 2 1/2' SCREW SHANK O PNEUMATIC SCREW -NAILS @ 12" O. N 00 W FIELD z TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEN i GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 314". WOOD: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BESPF ARCHIT CTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHIT CTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4", ALL WOOD FOR BEAMS, BEARING WALLS; SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ON STIR CTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR. BETTER. FID = 1100 PSI AND A MODULUS OF A CI 318 14 REQUIREMENTS BUILDING CODE Q SLABS -ON -GROUND WHERE INDICATED ON MEMBRANE UNDER ALL SLABS-CN GR NE VAPOR BARRIER MEMB 6- IL CONTINUOUS POLYETHYLENE PROVIDE M -CONTACT WITH CONCRETE ELASTICITY - 1400 000 PSI. ALL WOODEN CO BETE OR CONCRETE BLOCK SHALL BE ELASTIG FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES COLD -FORMED STEEL STRUCTURAL' MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS SHALL BE RATTREATED.DOPRESSURE SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE. TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED. TO RETENTION LEVELS.. OF.0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS. SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THANX." OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE WRITTEN DIMENSIONS ONLY ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESEPLANS: MINIMUM NAILING PER FBCR 2017; 6th EDITION. SEE NAILING SCHEDULE ON PLANS. DRAWINGS FOLLOW TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED. PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER OF THE;RK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDINGPROVIDE ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2. RTURE IS DESIGNED TO BE.SELF SUPPORTINGAND STABLE AFTER THE BUILDING -PTE UNTREATED WOOD BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED 1T IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND IONSSHALLI H AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. SEQUEN ES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: DURING ERECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELb b WI , -`HALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES:. TEMPORARY BRACING GUYS OR TIE -DOWNS. TYPICAL YE�fA5�-MINIMUMLAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FORBEARS SHALL BE "NATIONAL SUPPORTED WITH 2" CHAIRS SPACED T-O" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB'ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS'. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036". AND BE MANUFACTURED FROM STEEL TO WOR< PERFORMEDAND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. - GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR. TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND. "TPI/WTCA BCSI 1" AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf ' REVIEW. WOOD TRUSSES. - 20 psf TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD -non-concurrent #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 A58.1-1982 15 psf TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. - (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 10 psf BTM CHORD 5 psf BTM CHORD 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 DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf WALL TRUSSES/GIRDERSTO COLUMNS AND WALLS FOR APPROVAL.. BALCONY LIVE LOAD 60psf STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF& FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED =160.MPH 3-SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE: DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 7-10 (F�BC R2017) EXPOSURE C, RISK CATEGORY Ip LAYOUT, SPANS &ALL TRUSS/HEADER ENGINEERING ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS; 30psf, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER: WI STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLEGARAGES 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf,. SLEEPING ROOMS: 30psf, STAIRS: MASONRY:, .. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40pBf a MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SH DRAWINGREYIEW:., "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL. SECTIONS AND PLANS ARE PROVIDED TO FACILITATE 11 SHOP D AWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT AND COMMENTARIES AS TIONS FOR MASONRY 5 , MASONRYSTR STRUCTURES AND SPECIFICATIONS ) CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BYTHEMASONRYSTANDARDSJOINTCOMMITTEE. PROVIDED BY THE :TRUSS ENGINEER. - COMPLI NCE 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 OF THE DELEGATED TRUSS .ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ,I, ALL SH`�'P DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS. CONNECTIONS OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY. CELLS SHALL COMPLY WITH WITHOUT THE. EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM. COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF.8"T0.10". USE ONLY MECHANICAL VIBRATION WRITING BY THE ARCHITECT .. TO CONSOLIDATE GROUT FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO ADRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFI D PROCTOR MAXIMUM DRYDENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557 TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF INDEPENDENTGEO TE CHNICAL ENGINEER TO REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS LOCATIONS FAILING TO MEET THE GEO-TE HNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS), U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE. MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN. MET SHALL STRUCTIJ.IiA,G..STEEL BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL,, -FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM' 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksi FOR ANGLES, PLATES, AND AL -SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, I Fy = 46 ksi.. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE 2 500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ' 3 � 00 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. II ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO. OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5" +/- PRIOR TO THE ADDITION OF PLASTICIZER BE. TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS - ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES. THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONE IBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIA14CE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS. A, 3 FOR CONCRETE CAST, AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)', - B. F R CONCRETE EXPOSED TO EARTH AND/OR WEATHER. 1-112" FOR #5 AND SMALLER - 2" FOR #6 AND LARGER C. F R CONCRETE NOT EXPOSED TO WEATHER FOR SLABS, WALLS AND JOISTS - 1 1/2' FOR BEAM AND COLUMN: PRIMARY REINFORCEMENT, TIES, STIRRUPS :. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER A PLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS 1x PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK 1/4" DIA TAPCON MASONRY 8" DID 1 12" EMBED 4" END DIST., MASONRY / CONC. NAIL 1 1/2" LONG 8 OIC TO MASONRY/GONG NO WASHER FASTENER 112" EDGE DIST. SGD AL. EXT, DOORS CASE HARDENED COIL 91, O/C WINDOWIDOORI FASTENED - GARAGE DOOR'. BUCK 1,2" DIA. W/ EXPANSION BOLT 24'OIC 4" EMBED:, 4" END DIST., Ix PT, SEE NOTE 6 NAIL 1 1/2" LONG. STAGGERED. INTO MASONRY/GONG TO MASONRY/GONG WASHER T EDGE DIST. /+ �+3" CONTACT THIS ENGINEER FOR SPADING CONTACT WINDOW BUCK CASE HARDENED COIL 9"O/C WINDOWDOOR/ FASTENED METAL STRAP TO 1x PT, SEE NOTE NAIL 1112"LONG. STAGGERED INTO MASONRYICONC. MASONRYICONC. REQUIREMENTS EXT. SWING DOOR (2) 3/16'DIA: TAPCON' 1 1/2" EMBED, 8" END, NON -BEARING WOOD 12"' EXPANSION 24"OIC 4" EMBED: 4" END BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER. 18" OIC DIST, 7 112".EDGE DIST. WALL TO CONC. SLAB W/ WASHER BOLT DIST, 3" EDGE DIST 2x PT WINDOW BUCK 0.138' PAF x 2 118" 9" OIC 4" END DIST., 1 12" PT TO STEEL COL, SEE W/ WASHER STAGGERED EDGE DIST NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3.. ALL FASCIA MATERIAL. SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. !' MUed for Review . Cored force nlyersal Englnec....,., Sciences 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH 321-802-3591 www.abdesigngr6up.com AA #: 0003325 rjC4EZ' W ti F 0. V y O F A I I I I I I I 1 1 I 1 1 , ll.Yr:1 a: LOT: I CREEKSIDE PHASE 2 �1 LOT #37 PROJECT* 4321.200 037R1 T:�TODET r r.i 4EBB "1828-CALI" �; ARAGE S WING: RIGHT PAGE: I„ I DETAILS 160 MPH EXP. D ARCHITECT STATE OF FLORIDA AUG 1 8 2020 MICHAEL C. ANDERSON :R NO 17105 1.�'X%41'4 A III. DATE: 08/15 f 20 SCAT :1/4"=1'-0"ld N SHEET SIrl �.ti�«, .