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Home My WebLink AboutBuilding PlansBuilding & Regulations DiAsion Product Review Affidavit Building Permit 4 2019-0398 Owners Name FOTOS JOB Applicant: Product Opening Desgn Product Rated Manufacturer Model Number Product Approval Glass Mettiodof Attachment Pmatwes ' esi n Pressure Umber Type PGT SINGLE HUNGSEE NOA ZO-0401.11 PRODUCT APPROVAL WindowsWindows-110 SUBMITTED BY CONTRACTOR SEE PRODUCT APPROVAL Multtcrss NA SUBMITTED BY CONTRACTOR Fixed Uass NA BlockGlm NA NA 3kyligt is Sliding Gim ids NA Wng Type DOM NA Frendi Doors NA Garage Doors NA NA Hurneene Protection NA Roof Ventilation EXTREME MTL FABRIIIATORS SEE PRODUCT APPROVAL Roofing Material 78.5 V ALU STANDING rEAM FL 17022 Ia SUBMITTED BY CONTRACTOR HARDI PANEL ±104.0 JAMES HARDI MIAMI DADE 17-0406A a SEE PRODUCT APPROVAL SUBMITTED BY CONTRACTOR +90 PAT ALUM FIXED NOA 20-0401.10 SEE PRODUCT APPROVAL -iau PW 7720A SERIES OVDN%L I I cu o. I K.,� I UK I have re -viewed the above components or cladding and I have approved their use in this structure. 'These products provide ide .adequate resistance to the vdad loads and Torres specified by current code provisions. Name- Signature- seal Resign Prof: cerL *No. Date: DEMO PLAN 4 - ROOF PLAN NOTES 2. ALL FLASHING TO BE MTL. UNLESS OTHERWISE CHANGED BY OWNER 3. TYP. ROOF PITCH TO MATCH EXIST. THE STRUCTURAL SYSTEM FOR THE BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE 6 TH EDITION 2017 FLORIDA BUILDING CODE 2017 THE FOLLOWING SUPERIMPOSED LOADING HAVE BEEN UTILIZED. ROOF LIVE LOAD: 30 PSF DEAD LOAD: 25 PSF DONT USE 33% STRESS INCREASES FOR ROOF TRUSSES WIND LOAD 170 MPH AS PER ASCE 7-10 RISK CATT.II EXPOSURE " C " CODES FLORIDA BUILDING CODE 2017 RESIDENTIAL, LOCAL CODES AND GOVERNING REGULATONS. ACI 318-02 ACI 421.1-R92 A.I.S.C. NINTH EDITION A5CE 7-10 ROOF SHEATHING NAILING SCHEDULE (5/8" CDX. WITH 8d RING SHANK GALV) ( DO NOT USE MECHANICAL DEVICE ) A. NAIL PLYWD. WITH 8d NAILS @ 6" O.C. THROUGH OUT AND AT GABLE ENDS PROVIDE 2x4 BLOCKING FOR FIRST FOUR FEET AT THE PLYWD. EDGES W/ 10 d NAILS AT 4" O.C. B. ALL NAILS MUST BE RING SHANK GALV. ALL WOOD CONNECTORS MUST BE HOT DIP GALVANIZED. PLYWOOD NAILING SCHEDULE: BALANCE WITHIN T-0" OF ROOF EDGE 10 D HOT DIPPED GALV. NAILS @ 4" O.C. 10 D HOT DIPPED GALVS RING SHANK NAILS @ 6" O.0 THE STRUCTURAL ACCORDANCE WITH THE 6 TH EDITION 2017 FLORIDA BUILDING CODE 2017 THE FOLLOWING SUPERIMPOSED LOADING HAVE BEEN UTILIZED. ROOF LIVE LOAD: 30 P5F DEAD LOAD: 25 PSF DONT USE 33% STRESS INCREASES FOR ROOF TRUSSES WIND LOAD 170 MPH AS PER A5CE 7-10 1 RISK CATT.II EXPOSURE " C\� ODES FLORIDA BUILDING CODE 2017 RESIDENTIAL, LOCAL CODES AND GOVERNING REGULATONS. ACI 318-02 ACI 421.1-R92 A.I.5.C. NINTH EDITION N.D.S. 2001 ASCE 7-02 r-vr�Mnr . r MYn IT 12 8'-0" AV SO cb 2.g O \ 09/.,(� PARKING SPAC \ 78 -u" PARKING 5 E p 3'-0 13/16" 3'-0" x 6'-8" SC STA FLOOD VENT T is BEAM 2-2 x 6 WI). BEAM 10" / FLOOD VENT —36" HGT Al`M RAILING 1/2" EXIST WALL STAIRS ARE OPEN UNDERNEATP TO THE OUTSIDE, OPEN RISERS THE TOTAL S.F. OF CRAWL SPACE IS 880 S.F NEED 5 VENTS EXIST BUILDING ALTERATION THE NEW STAIRS FRONT AND BACK WILL CLAS: ALTERATION AS A LEVEL III AS PER FBC EXIST 505.1 THE EXIST STRUCTURE MEETS THE REQU THIS LEVEL FLOOD VENT 2 x 0 WOOD JST Cc 1 O.C. 2-2k 6 WD. BEAK 4'-3,w i 3K HGT ALUM FLOOD STAIRS ARE OPEN UNDO TO THE OUTSIDE, OPEN 4'-6" Imo RAIISWW � 34" HGT RAILING ON TREADS 36" HGT ON LANDING & BALCONY STAIR DATA RAILING ARE TO BE DESIGNED TO RESIST A LOAD OF 200# APPLIED HORIZ. OR VERT. 6 RISERS AT 7" EA 5 TREADS AT 11.25" EA h PICKETS ARE TO BE SPACED TO RESIST AN OBJECT T 4 x 4 P.T. WOOD POST UNDER DECK ON x 3'-0" DEEP AUG FTG. 3 W1 A MAX 0 OF 4" AS PER F.R.C. R312.1.3 34" HGT AL *AV ALL HANDRAILS SHALL COMPLY W/ F.R.B.R. R311-7 RAILING �SO HANDRAILS SHALL NOT PROJECT MORE THAN 1%2' FROM THE WALL IF NEEDED HANDRAIL GRIPS SHALL COMPLY W/ S.F.S.R. R311.7.8.3 29 SITE AND 1F�LOOR PLAN PL 09 4 "=1'-0" J HGT q;uno� aPnl 75 yuau j edad 6u!A!w�ad Blot B t noN 03A1303tl x 12" ESP ALUM SCREEN ENCLOSURE W/ NO SEE UM SCREEN 2x6EASIDE 0D4x 2/ 2- e" THRU BOLTS 6 ALV. PROVIDE CAPS @ 16" O.C, FLOOD VENT EDITION JTS OF x 12" 9'-2" a-1 L0 Q O qt Z NEW FEMA 154 -520 SMART FLOOD VENT 200 S.F PER VENT FILE C PY REVIEWED FOH CODE COMPLIANCE ST. \pJ w � M O Cr � M N A r— a N c� FBI t` Z N � a E� W a W r z3 M A� Q 66 2 x 5/4" COMPOSITE WOOD W/ #8 55 SQUARE DRIVE SCREW: 6 P.T WD 805 EA. SIDE W/ CAPS AT 16" O.C. POST DETAIL PLAN VIEW %4' =1 -0" 2x6P.T.WDBD DETACHI 2x6TRE, EA. SIDE 2 x 6 CLO BOARD 2%Z' THRI 4x4P.T. SIMPSOP 2-Y2"08 V f0x3'- AUGERE[ NEW METAL ROOF ( EXTREME METALS FABRICATOR FL-17022.5 1" NAIL STRIP OVER %" CDX PLYWD. — SEE PRODUCT APPROVAL SUBMITTAL 5/8" CDX PLYWD W/ 8d NAILS @6" O.C. THRU OUT AND @ 4" O.C.IN 4' -0" EDGE ZONE AND 4'-0" EA. SIDE OF RIDGES SIMPSON CC 44 P05T CAP W/ 2 - V THRU BOLTS IN POST AND BEAM 1465 # U.L. POST END DETAIL 3/4" =1'-0" HTS - 16 STRAP W/ 20-10d NAILS %" T 1-11 PLYWD HTS - 20 STRAP W/ 20-10d NAILS L 2 x 8 WOOD RAFTERS 16" O.C. 1100 PSI DOUGLAS FIR NEW 2 - 2 x 12 WOOD BEAM — 2-2 x 6 WD. 4 x 4 WOOD POST 2 x 6 COMPOSITE 805 EA. SIDE SIDE OD 4 x 4 HRU BOLTS GALV. CAPS @ 16" O.C. x 4 P.T. WD POST \_ OPEN SIMPSON L5U-26 SKEWED W/ 6-10d NAILS INTO FACE OF 2 x 6 & 5 - 1-d NAILS INT STRINGER 11 a EXTERIOR STAIR SECTION " B " SECTION 3/4" =V-0" SIMPSON CC 44 POST CAP W/ 2 - %" THRU BOLTS IN POST AND BEAM 1465 # U.L. ALL STRUCTURAL WOOD SHALL HAVE ALLOWABLE BENDING STRESS OF 1,100 P.S.I., EXIST TRUSSES 1 X 6 COMPOSITE BD. 111 EXIST WALL 2 x 6 WOOD JST I/� EXIST FLOOR @ 16" O.C. f J -SIMPSON P05T 2 -Y/z' 0 BOLTS I I I-1I I-1I I- 1=1 II=1I I=1I'' 1=1 11=1I 1=1 11=1I I— '' 1=1 11=1I 1=1 11=1I I 1=III=III=III 11=III=III III —III —III —III= —I ; .. III—III=III—III— • III —I 11=—TI 1=1 I f I I —I I I —I I I —I I I —I 11=-11 I-11-1 1:-: a• 1=1 1=1 11=— =1 I I ' 1=III=III=III—III 11=III III=III=III=III III —I. ,III—III=III—III— ` IIf---I 11=—=—TI f =1 — —I I IE] I I 11=-1TI 1=1 1=1 11=1 I —I I .° I —III —III —III —III —III I I III —III —III— I —III —I ' I � I —III —III —I I I ` I I I A I 1 1=-1Tf=_I I I " I I I =1TI-1 —I 1=—� —I 11=1 =1 =1 1=1 1=1 11=1 I I —III —III —I I — I 1=1 11=1 I I I 1=1 11=1 III —I 11=1 11=1 1I- 1 =1 1—I 1-11511 1—I 11-11 . I �f 11=11 I 111-1 11=1TI 1—I I I-1 I=1 i —III—III—III—I 1 1 I —I 11 I I 1=1 I I — Ill, —I III — =I I Irl 11� 111�11 i� —=4 x 4 P.T. WOOD III —III —III —III —III —III —I 11=11—I I I I I —" =I=1 11=1T_I=1 11=1�-1 11=—�-1 I I —I I I III —I IPOST UNDER DECK ON 12x 12" =111=111-111-1I I=_1I I-1I1-1I ICI -1 -11IT x 3'-0" DEEP AUG FTG. SECTION " B It Y2 "=1'-0" Z HTS - 16 STRAP W/ 20-10d NAILS 2 x 8 WOOD RAFTERS 16" O.C. 1100 PSI DOUGLAS FIR HTS - 20 STRAP W/ 20-10d NAILS %" T 1-11 PLYWD NEW 2 - 2 x 12 WOOD BEAM NEW ESP ALUM SCREEN ENCLOSURE W/ NO SEE UM 4 x 4 WOOD POST — 1 X 6 COMPOSITE BD. 2x6WD. 2 x 6 WOOD JST @ 16" O.C. W/ SIMPSON LU 26 -SIMPSON POST 2 -Y2" 0 BOLTS II ' IIIIIIIIIIIII IIIIIIIIIIIIIIII `,u. IIIIIIIIIIIIIIIIIIII111 I '°uu . I I=�=1 � I =-�=1 � I: 111=1 I f=� 11 11 I :.a u• =M= I I=—M1= =111 ` III-III-�1= 1=11 III —III —III —III —III— III III=III II —III ' • 1 {=T� I I �I I I.:.� III... ' • —1 �i l l -III=1 . ' • I 2 x 12 WOOD STRINGER @ EA END 2 x 12 COMPOSITE BDS TYP 2- 5/" THRU BOLTS THRU POST AND STRINGER EA SIDE 12" x 16" DEEP FTG W/2#5 4 x 4 P.T. WOOD POST IN SETBACK AREA TO GO INTO GRADE A DEPTH OF 3'-0" NEW METAL ROOF ( EXTREME METALS FABRICATOR FL-17022.5 1" NAIL STRIP OVER %" CDX PLYWD. SEE PRODUCT APPROVAL SUBMITTAL 5/8" CDX PLYWD W/ 8d NAILS @6" O.C. THRU OUT AND @ 4" O.C.IN 4' -0" EDGE ZONE AND 4'-0" EA. SIDE OF RIDGES iJjtMER DECK ON 12" x 12" -0" DEEP AUG FTG. SECTION" A " %2"=1--0" EXIST TRUSSES EXIST WALL EXIST FLOOR REVIEWED F( CODE COMPLIP ST, L UCIE COU M O ^/ d �c A� � • N � z W Q, � ao o, W � zO Q z 3 M � w a A =. off6 a; I I N .52 _T O ��_ wNWN 0 Q o FIGURE 2 SIDE VIEW DETAIL DIAGRAM MODEL 1540-520 DUAL FUNCTION FLOOD AND VENTILATION VENT SMART VENT Foundation Flood Vents Unit 1 430 An Pitman NJ NJ 08071 SMART VENT, DUAL FUNCTION FLOOD 877-441-8368 AND VENTILATION VENT WWW.SMARrvENT.COM MODEL 1540-510 ASIZE rnYc W.EV 1540-510 .A MM. 9-21-18 1 SHEET 1 OF 2 V -0" NEW JAMES HARDI SIDING ON 1 LAYER OF TY-VEL ON EXIST PLYWD FL-13192.4 OOD BDS @ EXIST VINYL SIDING TO BE REMOVED NEW P.T. 2 x 4 TOP AND BOTT NEW FEMA 1540 -520 SMART FLOOD VENT 200 5.F PER VENT FLOOD VENT SECTION NEW FASCIA TO MATCH EXIST. SIMPSON LUS 24 HANGER W/ 4 - 0.148 x 3" INTO RAFTER & 2-.0148 x 3" INTO 2 x 4 SCREEN ENCLOSURE 2-2 x 12 WOOD BEAM wM O 00 Smart VENT INSTALLA&NDErAJLSRUCTIONS ICI MODEL 1540-520 M N 8 7 7 4 41 8368 DUAL FUNCTION FLOOD AND VENTILATION VENT REV. 6-21-16 IT- www.smcrtvent.com INSTALLATION ATION INSTRUCTIONS 1. REMOVE VENT DOOR FROM VENT FRAME. (TURN UPSIDE DOWN, ROTATE BOTTOM OF DOOR OUTWARD AND SLIDE OUT) 2. PREPARE A CLEAN 16.25" WIDE BY 8.25" HIGH ROUGH OPENING (APPROX. 1 BLOCK WIDE X 1 BLOCK HIGH) FOR EACH VENT. ENSURE THE BOTTOM OF THE ROUGH OPENING IS NO MORE THAN I o � 12" ABOVE THE FINISHED GRADE. 3. APPLY A BEAD OF HURRIBOND GRIP & SEAL OR EQUIVALENT ADHESIVE AROUND THE BACK OF THE FLANGE ON THE VENT FRAME. (FIG. 2) �I( ` 4. INSERT INSTALLATION CLIPS INTO THE TWO SLOTS ON THE TOP AND TWO SLOTS ON THE BOTTOM OF THE FRAME. a N 5. THE SPRING ARM OF THE CUPS SHOULD BE ON THE OUTSIDE OF THE VENT FRAME. COMPRESS THE BOTTOM TWO CLIPS AND BEGIN SLIPPING THE FRAME INTO THE OPENING. ENSURE THAT THE BOTTOM CLIPS ARE IN THE OPENING BEFORE ALLOW THEM TO DECOMPRESS. Iri,�• 6. WITH THE FRAME NOW IN THE OPENING, AND THE BOTTOM SPRINGS IN PLACE, COMPRESS THE TOP SPRINGS AND PUSH THE VENT FRAME INTO THE OPENING COMPLETELY UNTIL THE FRAME IS FLUSH WITH THE WALL Vl 7/1 z 7. RE -CHECK THAT FRAME IS SQUARE AND SLOTS ARE CLEAR OF DEBRIS, AND CAULK. VL 8. INSTALL THE DOOR INTO FRAME BY GRASPING THE BOTTOM OF DOOR (WITH FLOAT PINS DOWN) AND FRONT (SMALL SCREEN IN FRONT). SLIDE DOOR INTO FRAME AND NEW ASPHALT SHINGLES [� x ROTATE UNTIL IT IS LATCHED. TO MATCH EXIST 9. INSERT THE TOP STRAPS INTO THE TOP TWO STRAP SLOTS ABOUT TWO CLICKS. 10. TO OPEN THE DOOR INSERT TWO CREDIT CARDS INTO THE FLOAT SLOTS AS SHOWN IN THE DIAGRAM. THIS WILL UNLATCH THE DOOR FOR REMOVAL AND CLEANING.I DETAILED SPECIFICATIONS: ESP ALUM SCREEN ENCLOSURE MATERIAL: STAINLESS STEEL OPERATION FLOOD: AUTOMATIC NON -POWERED ACTIVATION AND OPERATION W/ NO SEE U A SCREEN VENT REMAINS CLOSED AND LOCKED UNTIL ACTIVATED OPERATION AIR: AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG. FULLY CLOSED AT 35 DEG. NO POWER REQUIRED oe INSTALLATION: NEW 4 x 4 WOOD POST _ SECURED W/ 4 STAINLESS STEEL INSTALLATION CLIPS INCLUDED AND AN ADHESIVE W HYDROSTATIC RELIEF: 200 SQ. FT PER VENT _ ^ VENTILATION: 51 SQ. IN. PER VENT NOTE: VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION F� REQUIREMENTS FLOOD: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS COLORS: STAINLESS (STANDARD) N 3'-0" REENE L OOP [7�^ EXTERIOR POWDER COATED WHITE, WHEAT, GRAY, AND BLACK (AVAILABLE) O0 _ r NEW FEMA FLOOD VENT a .-a M MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: Z FEMA, NFlP, ICC, & ASCE NEW HORIZ HARDI BD SIDING W SUPPORTIVE DOCUMENTS, TB 1-08, 44CFR 60.3(C)(5), ASCE 24-14 ICC EVALUATION If ESR-2074 SHEET 2 OF 2 V FRONT ELEVATION a ^O 4t ZM NEW METAL ROOF 3/4'=1-O" SECTION 11 D" SECTION 11 C " %4°=r-0" SIMPSONLUS24 HANGER " - 0.148 x 3" INTO RAFTER 148 x 3" INTO 2 x 4 WOOD BDS @ I.C. NEW FASCIA TO MATCH EXIST. x 8 WOOD RAFTERS 1 16" O.C. 1100 PSI -SCREEN ENCLOSURE LEFT SIDE ELEVATION 4"--1' -0" ESP ALUM SCREEN ENCLOSURE W/ NO SEE UM SCREEN W NEW HARDI BD. SIDING - NEW 36" HGT. ALUM RAILING �.., OO O - NEW 4 x 4 WOOD POST Q 000 REVIEWED FOR CODE COMPLIANTC'1 EXIST DOOR T. LUCIE COU, ROCS EXIST DOOR NEW 36" HGT. ALUM RAILING RIGHT SIDE ELEVATION NEW HORIZ HARDI BD SIDING %4"=1'-0" NEW 34" HGT. ALUM RAILING \�1L11 111111/11/ W ` FAR. J IV No 5204 ;0 FrW M S�ONAL ENG`